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8900 SW COMMERCIAL STREET-4 ADDRESS: r ne. i:\records\microflm\targets\building.doc ..iNG INSPECTION NOTICE -4175 Business Phone: 639-4171 j Ming Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. PIbg.Und/Flr/Slab Plbg.Top Out Insulation C=-lect. Post/Bearn Struct. Mech, Rough-in Cyl- Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. •�r Other: Date. A.M. — P.M.� E� -_— - Address: I��.�t�lL Tenant:_��_ ^/YS„L_ Ste: MST n odlOwn: BUP:_ (t MEC: PLM: —_-- ELC: THE FOLLOWING CORRE' TIONS ARE REQUIRED: ELR: /G en I Inspector: +_r__ �'-- 7 Date: �APPROVED —DISAPPROVED/CALL FOR REINSP. / CF—' CO ELECTIAL PERMIT CITY OF GARD RESTRICTED ENERGY L COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #: EL.R96 -4 044 13125 SW Hall Blvd.Tlgaid,Aragon 07223+8199 (503)630.4171 DATE ISSUED: 01/29/96 PARCEL: 8a102AA-04700 G I TE ADDRESS. . : 06900 SW COMME.RC I AL ST SUBDIVISION. . . . : MORINS ADDITION VACATED ZONING:CBD BLOCK. . . . . . . . . . L..OT. + P-ojert Description: Installprotective signaling. A. RESIDENTIAL--------- S. COMMERCIAL-----------------------------------------.-- AUDIO & STEREO. . . : AUDIO & STERI-O. . : INTERCOM & F"AGING. . t BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . ; GARAGE OPENER. . . . . CLOCK. . . . . _ 1 MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . s DATA/TELE COMM. . : NURSE CALLS. . . . . . . . a VACUUM SYST_r. . . . FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER: is HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . :X INSTRLIMF NTATION. OTHER. . a : : TOTAL M OF SYSTEMSe 1 Appicant . __-__._____--.-_______-__-.__----------._-------__-- FEES JIM, KRIST! MCVEY type amount by date racpt PRMT t 40.1. 00 CJS 01/29/96 96--275418 5PCT E r. 00 CJS 01/29/96 96-275418 Phone #: Contracto,.: Cill " _. >b 42. 00 TOTAL AQT SeCur,tJc 70� 1(/E />!ancoc% --------- REI�U I RED INSPECTIONS ------- PorJ/an,,/ or. 993,2 Elect' 1 Service Phone #': Elect' ! Final Reg #. . . This,permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Lodes and all other. P e r m i t e e S i g n a t u r e 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 Mork is suspended for sure __ ac_les_._�� •» __�_-.., . thsn 180 days. Issued By _.----.--____-----------------.-OWNER INSTALLATION The installation is being madir on property I own which is not intended for sale, lease, or rent. OWNER' S S I GNAT URE:: DATE: INSTALLATION AUTHORIZED SIGNATURE : __ lee !l�� _ DATE: _L-._4_-�__ LICENSE NO: Call for inspection - 639-4175 " Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT#IR96 L-,j}yy _- �- Phone(503)639-4171 FAX(503)684-7297 DAI L ISSUED i- 29 96 TDD No. (503)684-2772 - "- CITY OF TIOARD Icspeclion (503)639-4175 ISSUED BY PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK 26ff� , i Address RESIDENTIAL—Restricted Energy Fee. . W.00 r- (FOR ALL SYSTEMS) City State Zip Check Type of Work Involved: PE(,NITS ARE NON-TRANSfEW1;iLE AND NON-REFUNDAHLE AND EXPIRE IF WORK Audio and Stereo Systems IS NOT STARTED WITi rIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOP, y' 1ISO DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Dour Opener* , ��,, �� _ El Heating,Ventilation and Air Conditioning System" (:on'rador Type � ,' f/YIC� ❑ Vacuum Sysrems' AOT s�MW SySTEl - Atidrv,,E703 NF HAK= U Other -FOU ANOrOR-072.13-- -- - 0031 WI-3265 Date _1- � � --- _ -- -�- -_-- COMMERCIAL -Fee for each system . . . . . . . . . (SEt OAR 918-260-260) Properly Owner �` r��. , --- heck Tye of ork InyQjygd; Contractor's Board Rep. No. �� ❑ Audio and Stereo Systems ❑ Boiler Co,,trok Phone# ------------- ------- ❑ Cluck Systems 3. OWNER APPLICATION ❑ Data Telecommunication Installations r ❑ Fire Alarm Installation �in-Vtwner's , ►!i(t� (1f� y ElHVAC Name Phone No ❑ Instrumentation Address -�—`--� CI Intercom end['aging Systems ❑ Landscape Irrigation Control' City State Zip ❑ Medical This permit Is Issued under OAR 9111.320-370.This applicant agmen to make only ❑ Nurse Calls restricted energy installations 1100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting* following: 1. Only use electrical licensed persons to do installations whom required.(Cen;ain ective Signaling residential and other transactions are exempt from licensing.These have ❑ Other asterisks(').All others need licensing). --- - - -"- ----— _T� 2. Caul(or an Inspection when all of the installations under this permit are ready for Inspection at 503-639-4175. ❑ Number of Systems 3. Purchase separate permits for all Installations that are not rearly for Inspection "—'--- when the!nspector is nut to inspect under this permit. •No licenses are required. Ltcenws are required for all other Installations. 4. Assume responsibility for assuring that all corrections required by the inspector are(lone,and i. Assume responsibility(or calling(nr a final inspection when all of the 5. FEES corrections are completed. The person signing,nr this erm)t must he the applicant or a person a. Enter Fees $�� aulhori7ed to hiy_e a li t. b. 5%Surcharge(05 x total above) $ cZP-L C� Signature TOTAL $-4-9,va Authority if other than applicant ENFRCAP.CFIP r 161-4141) kkUL I I.- I i It, 144 y pit N I HE L'I--3 1-1 1 NLI. 154 16 L-M-.LK (41400N I 4P. 100 NAME x ADD LAW1 Hmul IN I ow fi s 703 N ... Hl.'4NL;()L'K i (IYM(%N ioiilt i (if I i 4t, PUIRTI AND UR !Ajsl)I y I S I I m WiPIE- PURPOSE OF PAYmt,--Nt AMIJUN f* PA 10 PUVWWii.-, (AF PAYMEN( AMIJUN T' PH t L) G0. 00 ST. PIUR.0 PER 81.00 F. 8w I;tll4mf PC I I. I Al— "M01114t V4.11)) Olel C11Y OF TIGARD CERTIFICATE OF COMMUNITY DEVELOPMENT DEPARTMENT OCCUPANCY �,L,ZMIT # : SLJP9'--,0444 13125 sw Hex Bird. Tigard,Omgon 97223*6199 (503)639-4171 DATE ISSUEDt 01/15/96 PARCEL: 2SuZiPAP-04700 SITE ADDRESS. . . s 0090%*t) ')W COMWIKIAL ST SUBDIVISION....SUBDIVI5ION. . . . s MORINS ADDITION VACATED ZONINGiCbD ALOCK. . . . . . . . . . LOT. . . . . . . . . . . . . I CLASS Or. WORK. sALT TYPE OF USE:. . . m COM OCCUPANCY GRP. z5lq UCCUPANCY LOAD .1 37 TENAN T NAME. . . WIT N RUN PAINT kemarksp 13650%q. ft. tenant improvement TWO PEAW') COMPANY 9935 SW COMMERCE CIRCLE WTI-501\11JILLC OR 97140 Phane 94 ROBERT GRAY r..)RTNERG, INC. P. D. BOX 1016 SHE RWOOD OR 97140 Phone 692-4675 Reg #, 65424 Occupancy of tht above referenced building it; hereby given, And certifies 1-ho ct.mplimnr_�e with the 3tate Of Oregon Specialty Codex fol" th,1 group, aocupal,c,y, ariel use utHer which the referen^vd permit warA ismued. BUILDING' INSPECTOR BUILDING OF6 PO';;T IN CONSPlujmr-3 PL.r.%r.E CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection,Line (Rec-O-Phone): 639-x175 Business: Phone: 63 4171 Inspection:---� L� — Footing Susp Ceiling Sprink. Hough-in Appr/Sdwlk Foundation t'Ibg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top nut Elec. Rough-in FINAL: Post/Beam Mech San Sewer Gas Line Ida P;bg. Underfloor Rain Drain Framing -Plumb. Alarm Wate Line Insulation Mech. Undertlr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_. J Timb: AM PM Address: .0 1 6) C) Builder: _ Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: S(.C,1 Ilnsp_ecto�r: — _ _ Date: tO �F'PROVED _DISAPPROVED —APPROVEDSUE IECT TO BOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTfQN NOTICE Inspection lire (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ , r r Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Understab Mech. Rough-in Fireplace Post/Deam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. j Date Requested:___ "1 Time: AM PM Address:_ (�G ✓ N)' -L�,t c�1 Builder` yu3 Permit #:faC.�j 5 c)(e y THE FOLLOWING CORRECTIONS ARE REQUIRED: cd 92 Z:f t2 tns actor• r r ��s= _ Dater APPROVED _DISAPPROVED __APPROVED SUBJECT TO ABOVE ____Call For Reinsp. } ' ' CITY OF TIGARD BUILDING INSPECTION NOTIC7. Inspection Line (Hec-O-Phone): 639-4175 Business Phone: 639-417th Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/ Ik Foundation Plbg. Underslab Mach. Rough-in Firepla Post,,Beam 5truct. Plbg. `fop Out Elec. Rough-in FINAL: Post/Beam Mach. San Sewer Gas Line -Bldg. Plbg. Underfloor Plain Drain Framing -Plumb. Alarm Water Line Insulation ec Undertlr. Insul. Shear Wall f Gyp. Bd. -Elect. Date Requested: ` Timu: AM PM Address: �K) Builder: _ _ Permit TPE FOLLOWING CORR-CTIONS ARE REQUIRED: J j Inspector: Date: 1p� ROVED DISAPPROVED APPROVED SUP.itCT TO ABOVE _Call For P.einsp. o� CITY OF TIGARD BUILDING INSPECTION NOTICE /L---� Inspection Line (Rec-O-F'hore): 639-4175 Business Phone: 6 4171 inspection.�_�_ Footing Susp. Ceiling Sprink. Rough-in Appr/Sciwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor lain Drain Framing Q_lum Alarm V tater Lina Insulation Mech. Underflr. Insul. St ear Wall Gyp. Bd. -Elect. mate Requested:`�� ( C� (p Time:---AM PM Address "y'I/Yj u Builder:_ _Permit # %l l �"fy 3`P(' THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: PROVED `DISAPPROVED _APPROVED SUBJECT TO;,BOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.4171 Inspection: �L Footing Susp. CeilinC, Sprink. Rough-in Appr/Sdwlk Foundation nlbg, Underslab Mech. Rough-in Fireplace Posl,Beam Struct. Plbg, Top Out E=lec. Rough-in FINAL: Post/Beam Mech. Sari. Sewer Gas Lina -Bldg, Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Ling Insulation -Mech. Undorflr. Insul. Shaar WallG� ,> -Elect. Date Requested: Time: AM PM Address:_ (U / E? Builder: L}_ — C'� (�t.�iGt Permit # C T I THE 1`01OWING CORRECTIONS ARE REQUIRED: Inspector: Date 3 LAPLOVFD _DISAPPROVED APPROVED SUBJECT TO ABOVE `Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspectic-n Line (Rec-O-Phone): 639-4175 Business Phone: 639-417 (W�/ Inspection: Footing Susp. Ceiling 5prink Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Hough-in Fireplace Post/Beam Struct. Tom g Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Pibg. Underfloor Rain Plain_, Framing -Plumb. Alarm q�etr--Wall Insulation -Mach. Underflr. Insul. Gyp. Bd. -Elect. Date Requested: �� C� 5 Time: A4 PM Address:_ L�zr& � yyi.�Y►�LCc�(/��( Buildur. _ _Permit q: S U 3(P THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: — Date: `"3A ' RP QED DISAPF ROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. MEMORANDUM CITY OF TIGARD, OREGON TO: Russell L. Leach, Craig C;annelli/Robert Gray Partners FROM: Jim Duckett, Development Services DATE: December 27, 1995 SUBJECT: 8900 SW Commercial Dear Russell, Due to a request from our administration, I hove researched the building department files again to determine whether there might have been an indication as to a greater EDU assessment in the past. I remain unable to confirm any EDU count greater than one in the history of this building. Please be advised the $2200 owing will be considered a fee rather than a deposit as I have exhausted all possible leads to indicate there should be more than on% EDU credit applied to your current sewer assessment. Sincerely, c: Jim Hendryx, Community Development Director CITY OF 'I'IGARD Facsimile Cover Sheet OREGON To: �,, 55Q1 I Company: T eTia� Phone: t S— Fax: From: Jim Duckett, Development Services Technician Company: City of Tigard Phone: (503) 639-4171 Ext. 34f' Fax: (503) 684-7297 Date: C �> Pages including this page: G COMMENTS: 13125 SW Hall Blvd., T10ard, OR 97223 (•503) 639-4171 TDD (503) 684-2772 12/27/95 11:36 $503 684 7297 CITY OF TIGARD Vol sss***ssssss*s*ssssssss**sssssssss***sss ss* A�:1'IVsITY MANAGEMENT REPORT TX sss sssssssss*ss*ssssssss*sss**sss*ssssssssss ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8988 B'CAST G3 6846544 WENDI HAWLEY 12/22 15:20 01'26 2 OK *8988 B'CAST G3 503 620 2086 NICOLI ENG. .Inc. 12/22 15:22 01'13 2 OK *8988 B'CAST G3 5907854 BOB ROHLF 12/22 15:26 01'27 2 OK *8990 TX G3 0 1 2 3 4 5 6 7 8 9 12/22 16:16 00'38 1 OK *8992 TX G3 2357115 12/22 16:42 01'57 3 OK X9007 TX G3 503 692 9292 12/28 09:43 01'10 2 OK *9010 TX G3 15032281285 12/26 1.0:34 01'03 1 OK *9012 TX G3 503 820 2088 NICOLI ENG—Inc. 12/26 10:38 01'26 3 OK *9014 TX G3 50324.10519 12/26 10:51 01'17 2 OR *9017 TX G3 503 620 296912111030 PAUL HUNT 12/26 11:10 01'27 2 UK *9030 Tx G3 503 274 7718 12/27 08:01 01'24 3 OK *9032 TX G3 5035901240 12/27 08:47 03'22 5 OK *9038 TX G3 5035901240 12/27 09:40 03'48 6 OK 9042 TX 6929292 12/27 11:33 00'00 0 NG 0 STOP 9044 TX G3 503 692 9292 12/27 11:35 01'10 2 OK s*ssss*s*s***sssssa•.*sssss*esssss**ssssss tss ACTIVITY MA.,;AGEMENT REPORT RX *ss rssss*s*ss*ss**sssssssstss*sssss*ssssss*s ACTYs MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8993 AUTO RX G3 1 503 620 5940 GEO ENGINEERS 12/22 17:08 02'03 3 OK *8994 AUTO RX G3 503 797 1793 12/22 21 :31 01106 1 OK *8995 AUTO RX G3 503 797 1793 12/22 21 :35 01'06 1 OK I *8997 AUTO RX G3 5036920183 12/23 21:36 00'23 0 NG 0 N#201. *8998 AUT3 G3 50369201.63 12/23 21 :38 00'22 0 NG 0 00201 *8999 AUTO RX G3 5038920163 12/23 21:40 00'43 1 OK *9001 AUTO RX G3 503 620 296912111030 12/24 12: 18 00'35 1 OK *9002 AUTO RX G3 503 620 296912111030 12/24 12:20 01 '25 3 OK *9005 AUTO RX G3 l 503 741 0347 12/26 09:15 01 '44 1 OK *9006 AUTO RX G3 503 928 1340 12/26 09:36 01'50 1 OK *9009 AUTO RX G3 12/28 10: 17 02'1.3 3 OK *9015 AUTO RX G3 503 248 9263 12/26 10:52 01 '45 3 OK *9018 AUTO RX G3 12/28 11:12 01'32 2 OK *9019 AUTO RX G3 12/26 11:23 00'54 1 OK *9020 AU'T'O RX G3 12/26 11:25 01'34 2 OK *9022 AUTO RX G3 503 292 3309 12/26 11 :50 02'44 5 OK *9023 AUTO RX G3 503 884 3178 12/26 12:04 01 '05 2 OK *9024 AUTO RX G3 5032577121 12/26 12:27 00'56 2 OK *9025 AUTO RX G3 12/26 13:30 01 '08 2 OK *9028 AUTO RX G3 503 639 8302 12/26 15:26 01 '17 1 OK *9027 AUTO RX G3 503 639 6302 12/26 18:37 01 17 1 OK *9028 A1rrO RX G3 12/26 20:24 08'34 8 OK *9036 AUTO RX G3 12/27 09:31 00'56 1 OK 9040 AUTO RA G3 503 693 4412 12/7.7 10: 10 01'07 7 OK 9041 AUTO RX G3 503 526 2538 TV FIRE MARSHAL 12/27 10:56 00'43 1 OK L.01=117 CTI ON : CITY OF TIGARD UED: r PFRMI T #. . . . . . . .. SWR95-0493 DATE ISSUED: 1212'7195 COMMUNITY DEVELOPMENT DEPARTMENT 13125 6W Hall 6Nd.Tigard,Oregon 07223.6199 (boa)639-4171 PARCEL- 25102'AA-04700 SITE ADDRE . . _ : 03900 SW COMMERCIAL ST SUBDIVISION. . . . : MORINS ADDITION VACATED ZONING: CND BLOCK. . . . . , . . . . . L.71.. . . . . . . . . . . . . . TENANT NAME. . . . . ..HIT-N--RUN PAINTBALL USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 25 CLASS OF WORK. . . :ALT DWFI_L I NG UN I TS. . : 1 TYPE OF USE. . . . . :COM NO. OF' BUILDINGS: 0 INSTALL_ TYPE. . . . :BLJSWFt IMPERV SUPrACE: 0 sF Remarks: Tenant improvement Owner,: -- _._----.----------_._______________.__.___._.__.___._________ FEES WESTERN PLUMBING type amo+-Int by date r^Rcpt 9460 SW TIGARD ST #101 PRMT 3 2,200. 00 J*14 58/27/95) 95-274315 TIGARD OR 97223 Phone #: 639-5296 Canty^Actor,: ,01\11-RACTOR NOT ON F I L. PFi a n e #: f 2200. 00 TOTAL_ Rey #. . . REQUIRED I NsPCCT IONS - --- - ibis Aoplicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days frog the date issued. The total amount paid will be forfeited if the oereit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement niven, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tao ane Side SeKer' permit and the Agenc will install a lateral. L mi !: L«�c �io.�atrlrr� : I s1ie11 1A : Ca 11 for• ins oec:t i on - 639--4175 '75 Tenant Name: s N ��' Ii.+ % //Accumulative Sewer Tally TNs SwRx: 9` --C,`/ -3 Address: Z 1 c1 G `Lry This PLM#: Fixture Value Previous # Previous Credits Capped FlIxares Fixtures New New Value Capped off vudue added I added total#s total Count off#s c'Junt value values Bs tlstry/cont 4 Bath-Tub/Shower 4 -Jecuz/Whid 4 Car Wash-Each Stall 8 -Drive rhrou h 18 Cuspidor/Water As irstor 1 Dishwasher-Commer 4 -Do most 2 Drinking Fountedn 1 _ Eye Wash 1 Floor Drain/sink 2 Inch 2 3 inch 5 4Inch 8 Car Wash Drain 8 Garbage Disposal 18 Dom Ito 3h4 HPI Comm Ito 5 IIP) 32 Ind lover 6 HP) 48 Ice Machine/Refrigerator Drains 1 Oil Sep(Gas Station) 8 Recreational Vehicle Dump Station 18 Shower-(long(Per Head) 1 -Stall 2 Sink-Bar/Lavatory 2 L Rradley 5 Commercial 3 Service I Swimming Pool Filter 1 We-her, Clothes 8 1 !_ Water Extractor 8 Water Closet, Toilet 8 ' Urinal 6 TOTALS I cle CA c Total fixture values: divided by 16 =- EDU HISTORY PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# E^U# SWR# PLM# EDU# SWR# D UXPERMIT #. . . . . . . : PLM95--0361 DATE ISSUED: lc/12/27/95CITY ®F riGAR COMMUNITY DEVELOPMENT DEPARTMENT �� CO7'KaKRUA PARCEL: :S 1O2AA--04700 I 1 kiatme�M�►iois�a.r�paro,�Ofre�ua�8�:afDQ�tlrrt: ST SUSI)I V I G I Uhl. . . . : hJCJF T NS ADI I T T ON VACA-rED ZONI NG s CRD 81.-OCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . - ------------ ------------------------------------------------------ - CL_AS5 OF WORK. . :ALT GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . sCOM WASHING MACH. . . . . . : 1 BACKFLOW PREVNTRS. . s 0 OCCUPANCY GRP. . :B2 FLOOR DRAINS. . . . . . s 0 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . s 1 WATER HEATERS. . . . . s 1 CATrH BASINS. . . . . . . : +c''• FIXTURES------------- LAUNDRY TRAYS. . . . . 1 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . . : 1 URINALS. . . . . . . . . . . . 0 GREASE TRAPS. . . . . . . s 0 LAVATORIES. . . . . : 2 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . . : 0 SEWER LINE (ft) . . . s 0 WATER CLOSETS. . s 2 WATER LINE (ft) . . . : 0 DISHWASHERS. . . . s 0 RAIN DRAIN (ft) . . . : 0 Remarks: Tenant improvement 0 net : ---_.___ ___ �._._.__ -J----------------- -- FEES W RN PLUMBING 46,_ type 41101ant IDv date 3460 TIGARD ST #101 f77 -Or- 2'-7773 �RM, � f3. 00 JMH 12/27,,95 95-274315 3. 15 JMH 12/27/95 95-274-11.9 TIGARD OR 97;:23 �+ , // Phone #: 6.39--5296 Contractors WESTERN PLUMBING, INC. 9460 SW TIGARD ST TIGARD OR 97223 Phone #: 639-5296 $ 66. 15 TOTAL Rea #. . : 002439 ------- REQUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Rough—in Inset Tsoj,d Municipal Code, State of Ore. Specialty Codes and all other PLM/Underfloor ,.—Oitable laws, All work will be done in accordance with Top—out Insp aonrovod plans. This cermit will expire if work is not started Final Inspection wi4hin 168 days of issuance, or if work is suspended for more t'-an 168 days. [ a: , mi1. t:oe Signature : Issued 13ys kit C, l l for ir,snf:c,t i.on — 6 1) 4175 OF PAYMI-N I PECK,11-1 1 N(I. r 9to--ir"/431 ' l'�li�'CN, F1MUI.JN1` r c.'c'hl:+� t»i NNMF r MAN 1�Ftl]WN/[�I.F)RN BROWN ! f.1 C;WIaFI siMOUN I r id. 00 Nl')I)FaEi♦r7ki r M O BOX 583 PAYMEN 1 UI•tl L r 1 j7.' I/4!'� f.�IJF3T.D i V.l�11..IN r CARL ION OR 97'11 .1 VUR14JOE. OF PAYME-.611 AMUUN 1 PA V t-'IJMAISV, UV PFIYMF-.N I F.11YI(1I IN I {•'H.I t) ([IN 1-'I iJMH 1IVH ►.'1-�{tM ..........,. .„ '- t, LA0 !+T. 6'U1(_D FUER HWa95-0493, A900 C:OMMEAC I AL ISI 'M9,45--0 361 1 C:11'NI.. (;MC7lJN1 t'W I[1 D vi'e'66. 15 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-417r, Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Po_!/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framin Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested:__ 1 a �Time: AM PM �J -F--- Address:— (� �l -� ��Vt✓I ��--� .ca Builder:_ i ermit THE FOLLOWING CORRECTIONS ARE REQUIRED: 11 Inspector: _ Date: /2 9f LAPKFIOVED DISAPPROVED _APPROVED SUBJECT T,)ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Roc-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ (.UT _4 Footing Susp. Ceiling Sprink. Rough-in AI)pr/Sdwlk Foundation Plbg. Unders'ab Mech. Rough-in Fiieplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Me^h San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumh. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: /.� I X�2_[ Time: AM PM Address: C)U d17, �r' Builder:-AAW� r ;(p ! - V 3 Permit 4�7 L c_S- C4(� THE FOLLOWING CORRECTIONS ARE REQUIRED: jr r E� �p�c..�` � ��1�Q c-r✓ ©semed ALI-- Inspectoi. APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE __Call For Reinsp. PA '7 7 LL.ECTRICAL PERMIT PERMIT 21/9 .CITY OF TIGARD E 1UED: 1/25 COMMUNITY DEVELOPMENT DEPARTMENT 13125 BW Hal Blvd.Tigard,aeon 97223WOP (503)439-1171 PARCFL.- : S 10,�pA- 04700 �3'I TE ADDRF_ S. . . . 08900 '7W C O IMF RC I AL ST SUBDIVISION. . . . : MORING ADDITION VACATED ZONING:CBD BLOCK. . . . . . . . . . . L.0 T. . . . . . . . . . . . . : Pi,oject Description: Install branch circ'_Iits ---RES.Df:.NTIAL UNIT---- ---TEMP SRVC/FEEDERS---._.._ MIaCEL.L.ANFOUS- - - 1000 SF 11R LE=SS. . . . : 0 0 - 200 an). . . . . . . . 0 PUMP/IRRIGATION. . . . s 0 EACH ADD' L 5009E. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE L'I'G. . : ea LIMITED ENEwRGY. . . . . 0 401 600 amp. . . . . . . : 0 STGNAL/PANUL. . . . . . . : 'A MANE. HM/ GVC/FDR. . : 0 601+amps-- 1000 volts. : 0 MINOR LABEL ( 10) . . . : 17, CIRCUITS—- _._ _._Flf)Dr L. INSPECTIONS—- 0 NSPECTIONr-r— - 0 - 200 amp. . . . . . : 0 W/SERV ICE OR FEEDER: 0 VIER INSVECT ION. . . . . : 0 . 1 400 amp. . . . . . : 0 1st W/O SRVC OR FOR. ; 1 PERK HOI.IR. . . . . . . . . . . .. 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 6 IN PLANT. . . . . . . . . . . .. 0 (,!A1 - 100121 amp. . . . . : 0 ----- __.PLAN RErVIEW 10004- amp/volt. . . . . : 0 )-4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . m 0 SVC/FT)R ) = 225 AMPS. . : CLASS AREA/SPEC OC:C. 1 Owner. --------------------------------------------------------- FEE, TWO PEARS COMPANY type amol.ent by date recpt 9935 SW COMMERCE CIRCLE PRMT t 65. 00 JSD 12/21/95 95-074182 5PCT $ 3. 25 ,JSD 1,R/21/1)"5 975 -2741Ek: WILSONVILLE= OR 17140 Phone t►: 6012-1800 Corrtrac:tor: GENIE EIEC"RIC CONSTRUCTION 6B. .:.:13 TOTAL 2:0395 SW AVERY CT PO PDX 573 -- -- - REPUIRED INfSPECTIONS - -- - SHFRWOnD OR 97140 Ceiling cove' E1e'ct' 1 (Service FIhone >lE: Wall Cover Elect' 1 Final Reg 1k. . . )As pertit is issctd su:+iect to the regulations contained in the T4-,:•1 Municir.l Code, State of Ore. Specialty Codes and all other P mittee .:.r gnat'.ere a4pl;cable laws. All work will be done in accordance with no,,royed plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for tare than 188 days. T e.,ed P INSTALLATION 0NL.Y._._.._.___ .._ ___._.__.__._�_...___._____.___-___.__. The installation is being made on I�ropPrty T own which is not intended for sale, lease, or rent. f1WNER' a SIGNATURE: DATE- ------------------ ATE:.-__---_-__-______.-._.._ -COI`ITRACTOR INSTALLATION ONLY-------- I 'S I6NATURE OF SUPR. E LEC' N: _ _._ ._ _ _�___.._... _. DATE: t. 1 CENSE NO: Call for inspection - 639-4175 Community Development ELECTRICAL PERMIT APPLICATION 1312.5 SW Hall Blvd. Tigard, OR 9723 Permit # Date Issued Phone (503) 639-4171 CITY ®F TIOARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development'!ct.•n _T iq /�eL Numb r Inspections per permit allowed Address Ferviceincluded: Items 1:ost(ea) Sum City/State/Zip-7* 00, _ � _ 4a. Residential -per unit 1000 sq ft or less _ s'Woo 4 Name (or name of bus.ness) P�1n r 1 � Each additional f sq ft or — portion thereof $25.00 Commercial Residential �� Limned Energy -- 325.00 Each Manurd Horne or Modular Dwelling Service or Feeder sm,00 2 2a. Contractor installation only: /., / .,[,J (/^_ 4b. Services or Feeders •,en IG {.~(P�✓!�'t« 1 �/�r �r Instellatmp or loslon,or relocation 2 Electrical Contractor � � _ zoo amps or leu 360.00 AddreE s Ra �^ i.' 201 amps to 400 amps $30.00 2 y� 401 amps to 600 amps $120.00 2 City w o State �Ft _ Zip 17 601 amps to 1000 amps -- $100.00 2 Phone No. i- 3 a� i,91;6'g0 3 Over 1000 amps or voila $34000 2 7 $50.00 2 i0b NO. / � � Reconnect only Y _. contractor's IIC6nse NO.� " c - 4c. Temporary Services or Feeders Contractor's Board Reg. No. Installation,alterallon,or relocation 2 Signature of Supr. Elec'n200 amps or less _ 2 201 amps to 400 amps $50.00 LiC9n3`� NO,.�,S S u -5-- Phone ND.(Y/'N fol 401 amps to 600 amps $?Soo 2 Over 600 amps to 1000 vents $10000 2b. For owner installations: 3148"b"above 4d. Branch Circuits Print Owner's Name_— _ New,alteration or extenslon per pane Address a)The fee for branch circuits with City State Zip_ purchase of service or feeder fee. 2 Each branch clrcuft $5,00 Phone NO. b)The fee for branch circults without The installation is being made on property I own which is purchase of service or feeder few r 2 not intended for sale, lease or rent. First branch circuit $35 00 �1 Each addltional branch r,IrcuH _ $5.00 �— Owner's Signature �— 49. Miscellaneous (Service or feeder not Included) 2 3. Plan Review section lirf required): Each pump or Irrigation circle $40.00 2 Each skin or oufline lighting $4000 Signal clrcuft(s)or a limited energy 2 Please check appropriate Item and enter fee In section 68, panel alteration or extemslon $4000 4 or more residential units in one structure Minor Labels(10) $100.00 Service and feeder 225 amps or more System over 600 volts nominal 4t. Each additional Inspect) •r, -ver __ Classified area or structure containing special occupancy the allowable In any of the above as described in N.E C Chapter 5 Per hour $35.00 Inspection Per hour _ $55.00 In Plant $55.00 Srtbmlt 2 sets of plans with application where any of the above - apply. Not required for temporary construction services. 5. Fees: eJ 6s. Enter total of above fees $ (oS NOTICE 5%Surcharge (05 X total fees) $ ""'O- PERMITS BECOME VOID IF WORK OR CONSTRUCTIONSubtotal E (� AUTi rnRiZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 6b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR AHANDONFD FOR Plan Review if required (Sec 3) $ A PFRIOD OF 1130 DAYS AT ANY TIME AFTER WORK IS Subtotal COMMFNCED Arcount # Balance Due E �� Y t• U1 t Y OF TI(iiNRi_r kh I:h IPI fit t-14YMUNI RIA f, I1•�l IN 1' Gk-SH H1401.04 AClIMI611. t CCINIStHUL;IILON INU i•'t-tYMk:NI 0HIk Po HUX 575 43ubbIvIt 1 friV t SHl=HWOUD I)H 91140- Ny 15 I'►)►tFi09P. OF F)AYMF N i F+M(.)UN T PAID PIJRPiJHE OF PNV'M(-.N i t•►Mitt.IN 1 Wfi I u . 0(A Ht. f lJTi. C) MR '6 s900 HW I:.I.IMIME:R IAL_ H[ ►• N••HIAN 1-11A I N I ►A(tl_.L. I i�1 tti._ NMI.II.INI r-'f 111► . - t••h1_ c'C, MEMORANDUM CITY OF TIGARD, OREGON TO: Russell L. Leach, Robert Gray Partners FROM: Jim Duckett, Development Services DATE: December 21, 1995 SUBJECT: 8900 SW Commercial Dear Russell, As a follow up to my earlier memo, this is to inform you I have received confirmation from the water department that the building in question has been charged only one EDU since at least 19Q1. Since the building was being assessed only one EDU while it was occupied, only one EDU can be credited to the new plumbing fixtures. I will adjust SWR95-0493 fees to reflect $2200 owing. Thank you for your patience as I have tried to get this figure for you. If you have any additional questions or concerns, please feel free to contact me. Sincerely, 12/21/95 17:02 '0503 684 7297 CITY OF TIGARD a 001 ! sii#ss#lsii#s!!sla.slii!!ilti!#isss!!i! !is ACTIVITY MANAGEMENT s# REPORT TX #i! ACTYts MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8909 TX G3 503 639 6795 CITY OF TIGARD 12/20 11:26 00'45 1 OK *8914 TX G3 12/20 11:31 01'10 3 OK *8917 TX G3 503 692 5421 C;TY OF TUALATIN 12/20 11:36 01'21 3 OK *8920 TX G3 12/20 12:19 01 '17 3 OK *8x22 TX G3 503 635 1391 12/20 12:23 00'35 1 OK :8921 TX G3 5988595 12/20 12:25 01'10 3 OK *8924 TX G3 6934545 12/20 12:32 01 '44 3 OK *8940 TA G3 503 292 3309 12/21. 07:58 01'35 4 OK *8947 TX G3 503 692 9292 12/21 10:42 01' 18 2 ON *8952 TX 5983420 12/21 13:32 00'00 n NG 0 #018 *8956 TX 5983420 12/21 16: 13 00'00 0 NG 0 STOP *8957 T`: 5983402 12/21 16:14 00'00 0 NG I 0 STOP *8961 TX G3 503 598 3420 12/21 16:50 00'48 1 OK *8963 TX G3 503 620 2086 NICO LI ENG. .Inc. 12/21 16:55 01'50 4 OK 80811 TI 03 503 692 9292 12/21 18:89 01 ,10 2 (1R **s ACTIVITY MANAGEMENT" REPI)RT RX rra: ra**a.x.xv*x*x.t*:P*t t.*1:*:Y a:**x.a.1:T.*.tr.a:a:a::r.xa: ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8912 AUTO RX G3 12/20 11:21 01 ' 21 1 OK *8913 AUTO RX G3 12/20 11 :22 02'41 3 OK *8918 AJTO RX G3 503 683 3291 MARTIN BROS SIGN 12/20 11 :58 01 '21 3 K *8919 AUTO RX G3 503 220 2480 St:oel Rives 1 12/20 12:05 01 '06 2 OK *8923 AUTO RX G3 503 693 4851 12/20 1'2:29 02'30 3 OK *8927 AUTO RX G3 5036240635 12/20 13:.52 00'58 2 OK *8928 AUTO RX G3 503 254 6761 12/20 13:56 01 ' 17 3 OK *8929 AUTO RX G3 503 683 3291 MARTIN BROS SIGN 12/20 14:34 01 '03 2 OK *8930 AUTO RX G3 12/20 14:40 01 '36 2 OK *8931 AUTO RX G3 503 650 3418 12/20 14:56 00'40 1 OK *8934 AUTO RX G3 2932253 12/20 15:44 01 "+4 3 OK *8935 AUTO RX G3 12/20 15:56 01 '39 2 OK *8936 AUTO RX G3 503 692 9292 12/20 16:00 00'39 1 OK *8937 AUTO RX G3 503 797 1849 PARKS/GREENSPACr 12/20 17:03 01 '37 4 OK *8039 AUTO RX G3 5032313372 12/21 07:48 00'36 1 OK *8941 AUTO RX G3 5036240635 12/21 08: 15 00'59 2 OK *8943 ALTO RX G3 503 041 7424 12/21 08:35 01 '24 2 OK *8944 AUTO RX G3 503 873 5384 12/21 09:24 01 '51 3 OK *8945 AUTO RX G3 5036492733 12/21 10: 17 00'38 1 OK *8949 AUTO RX G3 12/21 11 :21 01 '01 1 OK *8950 AUTO RX G3 503 626 8039 Robert Recker In 12/21 12:37 01 ' !4 2 OK *8951 AUTO RX G3 2357115 12/21 13: 16 01 ' 14 2 OK *8954 AUTO RX G3 503 248 9203 12/21 14:07 01 ' 24 3 CK *8955 AUTO RX G3 5032244836 12/21 15:27 03'03 4 OK *8960 .AtTTO RX G3 12/21 16:44 02'54 4 OK CITY OF TIGARD Facsimile Cover Sheet OREGON To: ret- 5, sP // �� Company: r<10' h.'ri �— Phone: 6--:q F /-/& Fax: (09 -9 F9E7 From: Jim Duckett, Development Services Technician Company: City of Tigard Phone: (503) 639-4171 Ext. 349 Fax: (503) 684-7297 Date: Pages including this page: COMMENTS: 13125 SW Hall Blvd., ?bard, OR 97223 (503) 639-4171 TDD (503) 684-2772 1?/26/95 09:51 12503 684 7297 CITY OF TIGARD Im001 sssssssssssssssssssss*ssssssssssessssssss sss 1CTIVITY MANAGEMENT REPORT TX s*s ssssssssssssssssss*sessss**ssssssssssssss ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8956 TX 5983420 12/21 16:13 00'00 0 NG 0 STOP *8957 TX 5983402 12/21 16:14 00'00 0 NG 0 STOP *8961 TX G3 503 598 3420 12/21 10:50 00'48 1 OK *8963 TX G3 503 820 2086 NICOLI ENG. , Inc. 12/21 16:55 01'50 4 OK *8968 TX G3 503 692 9292 12/21 16:59 01'10 2 OK *8969 TX G3 503 598 3420 12/22 08:02 01'29 2 OK *8970 TX G3 15033648716 12/22 08:11 01 '32 3 OK *8972 TX G3 2357115 12/22 09:11 01'24 2 OK *8978 TX G3 0 1 2 3 4 5 6 7 8 9 12/22 13:48 00'38 1 OK *8980 TX G3 12/22 13:53 00'35 1 OK *8981 TX G3 5988595 12;22 14:00 00'32 1 OK *8982 TX G3 503 692 5421 CITY OF' TUALATIN 12/22 14:01 00'40 1 OK *8983 TX G3 12/22 14:04 00'35 1 OK *8985 TX G3 503 884 7523 12/22 14:14 00'42 1 OK *8984 TX G3 6934545 12/22 14:15 00'43 1 OK *8980 TX G3 503 820 2088 NICOLI ENG. , Inc. 12/22 14:16 00'38 1 OK *8988 B'CAST G3 503 820 5963 KEN SCHECKLA 12/22 15:18 01'30 2 OK *8988 B'CAST G3 6846544 WEND[ HAWLEY 12/22 15:20 01'28 2 OK *8988 B'CAST G3 503 620 2088 NICOLI FNG. . Inc. 12/22 15:22 01'13 2 OK *8988 B'CAST G3 5907654 BJB ROHLF 12/22 15:26 01'27 2 OK *8990 TX G3 0 1 7 4 5 6 7 8 9 .12/22 16: 16 00'38 1 OK *8992 TX G3 23571151 12/22 16:42 01 '57 3 OK elf? Tftdmk �, a, 603 ®92 9292 12/20 09x43 01'10 2 OK *** ACTIVITY MANAGEMENT REPORT RX *** *s**ss*sss*****s***s****s****s*s****s***s ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8955 AUTO RX G3 5032244836 12/21 15:27 03'03 4 OK *8960 AUTO RX G3 112/it 10:44 02'54 4 OK *8968 MEMORY RX G3 5032340380 12/22 07:34 01 '33 4 OK *8971 AUTO RX G3 5032244836 12/22 08:45 00'45 1 OK *8974 AUTO RX G3 503 248 9263 12/22 09:57 01'06 2 OK *8978 AUTO RX G3 12/22 11:06 00'36 1 OK *8977 AUTO RX G3 5032925760 12/22 11:27 00'35 1 OK *899' AUTO RX G3 1 503 620 5940 CEO ENGINEERS 12/22 17:06 02'03 3 OK *8994 AUTO RX G3 503 797 1793 12/22 21 :31 01 '08 1 OK *8995 ,!UTO RX G3 503 797 1793 12/22 21:35 01 '06 1 OK *8997 AUTO RX G3 5036920163 12/23 21 :36 00'23 0 NG 0 ##201 *8998 AUTO RX G3 5036920163 12/23 21:38 00'22 0 NG 0 0#201 *8999 AUTO RX G3 5036920103 11/23 21:40 00'43 1 OK *9001 AUTO RX G3 503 620 296912111030 12/24 12:18 00','1 1 OK *9002 AUTO RX G3 503 820 296912111030 12/24 12:20 01'215 3 OK 9005 AUTO RX G3 1 503 741 0347 12/26 09: 15 01 '44 1 OK 9006 AUTO RX G3 503 928 1340 —_ 12/26 09:38 O1 'S0 1 (11: CITY OF TIGARD Facsimile Cover Sheet OREGON To: Company: Phone: Fax: — From: Jim Duckett, Development Services Technician Company: City of Tigard Phone: (503) 639-4171 Ext. 349 Fax: (503) 684-7297 Date: V'6 Pages including this page: COMMENTS: 13125 SW Hall Blvd„ 11¢ard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ROBERT GRAY PARTNERS TEL :5C3-692-9292 Dec 20 '95 16 :39 No .006 P.01 !'obert Gra Partne' rs Inc. December 20, 1995 Mr. Jim Duckett Public Work* Dept. C", of Tigard 13123 S. N. Hall Tigard, OR 97223 NES Dean Brown's - Commercial Str"t Building Dever Juni As we discussed by phone this building previously contained at least (2) toilets and (2) lav's about 40% of the building was destroyed by firm - including all of the plumbing fixtures which have been capped off. As you indicated these fixtures were worth 1E DU points. The owner ([lean Brown) will attest (as you require) that the building also contained a lab - with (3) commercial sinks (5 Points), a conference room with (1) bar sink (2 points). And (1 ) floor drain for a boiler (2) points. The total DU points that have been capped is (lb • 13) s 29. The proposed new plumbing has a point -,cunt of 25. On this basis - no additional sewer connection fees should be required. iPlans& advise. Yours truly, f24� L./ &-4wk Russell L. Leach Architect Rob+rt. Gray Partnere, Inc. RLL/th FO. BOX 10115 • SHERWOOD. ORB'OON:77140 • (5031692-4675 - FAX(503) 692-9292 MEMORANDUM CITY OF TIGARD, OREGON TO: Russell L. Leach, Robert Gray Partners FROM: Jim Duckett, Development Services DATE: December 21, 1995 SUBJECT: 8900 SW Commercial Dear Russell, I am in receipt of your memo which was telefaxed over on December 20, 1995 afternoon referencing the building located at 8900 SW Commercial. Your memo indicated there were more plumbing fixtures in the building than my research indicated. Since my research primarily involved investigating building department files, I was able to verify the existence of the toilets and lavatory sinks but was unable to verify the existence of the other fixtures you indicated. Since the building department files did not contain information to support your claim, I have contacted the water department to request they research the sewer EDU billing history on the building. I believe the water department can help resolve this matter for several reasons. Since the water department receives information from the building department permits, we can find out whether the other fixtures you indicated ever affected the sewer EDU count. If the water department indicates the EDU count was set at two prior to the fire and one subsequent to the fire, I could easily justify granting you the credits for the new plumbing fixtures. Since all buildings are at least credited with one EDU, it would stand to reason the water department "zeroed" out the account due to the fire and you Would definitely deserve the two EDU credits. If the wPter department indicates the EDU count was set at one prior to the fire and one subsequent to the fire, it would support the building dopartment's information and leave you with only one EDU credit. The water department personnel I spoke with a few moments ago indicated she will contact the city records personnel to request a historical research into the billing records for the building. The initial estimate for a definitive finding is I-1ter this afternoon or early tomorrow morning. As soon as I receive an answer from the water department as to the historical billing, I will provide you with a decision as to whether the building has one or two EDU credits. Sincerely, CITY OF TIGARD Facsimile Cover Sheet OREGON To: 5stl L. Zee- Company: Z-V-5 Phone: - z 7� � S Fax: (v 9 z- C c?9 2 From: Jim Duckett, Development Services Technician Company: City of Tiga.d Phone: (503) 639-4171 Ext. 349 Fax: (503) 684-7297 Date: Pages including this page: G COMMENTS: 13125 SW Hall Blvd., T10ard, OR 97223 (.503) 639-4171 TDD (503) 684-2772 12/21/9.9 11:17 ' 503 884 7297 CITY OF TIGARD Ig�Uul ss sssssssss*ssss*:*::ssss*:*ssssss**s**sssssACTIVITYMANAGEMENTREPORTTX *ss sssssssssxsssss:ssxs*ssss*sssssssssssssss ACTY# MODE CONNECTION TEL CONNECTION ID START TIME USAGE T. PAGES RESULT *8895 TX G3 612 8544909 12/20 09:46 01'25 3 OK *8897 TX G3 503 292 3309 12/20 09:52 02'02 4 OK *8900 TX G3 503 226 1670 CIDA 12/20 10:48 01 '03 2 OK *8903 TX G3 503 620 2088 NICOLI ENG. , Inc 12/20 10:54 01 '22 3 OK *8904 TX G3 503 620 296912111030 PAUL HUNT 12/20 11:00 01'46 3 OK *8905 TX G3 503 684 757,3 12/20 11:06 01 '50 3 OK *8906 TX 6403535 12/20 11: 14 00'00 0 NG 0 STOP *8909 TX G3 503 639 6795 CITY OF TIGARD 12/20 11 :26 Of?, '45 1 OK *8914 TX G3 12/20 11:31 11' 19 3 OK *8917 TX G3 503 692 5421 CITY OF TUALATIN 12/20 11:31i 01 '21 3 OK *8920 TX G3 12/20 12:19 61' 17 3 OK *8922 TX G3 503 635 1391 12/20 12:23 1!0'35 1 OK *8N21 TX G3 5988595 12/20 12:25 0. '10 3 OK *8924 TX G3 6934545 12,'20 12:32 01 '44 3 OK *8940 TX G3 503 292 3309 12/?1 07:58 01'35 4 OK it 'I 603 692 9292 12/21 10:42 01'16 9 QlL sx* ACTIVITY MANAGEMENT REPORT WX *** ****s*xs**s*s****ssss*t*******s********** ACTY# MODE CONNECTION TEL CONNECTION 1D START TIME USAGE T. PAGES RESULT *8894 AUTO RX G3 2872025 12/20 09:40 02'47 2 OK *8899 AUTO RX G3 232.5458 12/20 10:32 01 '58 3 OK *8907 AUTO RX G3 12/20 11: 1.1 00'48 1 OK *8910 AUTO RX G3 503 241 1514 M C M ARCHITECTS 12/20 11 :16 03'00 2 OK *891.1 AUTO RX G3 12/20 11: 19 00'43 .1 OK *8912 AUTO RX G3 12/20 11 :21 01'21 1 OK *8913 AIrTG RX G3 12/20 11 :22 02'41 3 OK *8918 AUTO RX G3 503 683 3291 MARTIN BROS SIGN 12/20 11 :58 01 '21 3 OK *8919 AUTO RX G3 503 220 2480 Stoel Rives 1 12/20 12:05 01 '06 2 OK *8923 AUTO RX G3 503 693 4851 12/20 12:29 02'30 3 OK *8927 AIFTO RX G3 .5036240635 12/20 13:52 00'58 2 OK *8928 AUTO RX G3 503 254 6761 12/20 13:56 01 ' 17 3 OK *8929 AIiTO RX G3 503 ea, 3291 MARTIN BROS SIGN 12/20 14:34 01 '03 2 CK *8930 AUTO RX G3 12/20 14:40 01 '38 2 OK *8931 AUTO RA G3 503 850 3418 112/20 12/20 14:56 00'40 1 OK *8934 AUTO RX G3 2932253 15:44 01 '34 3 OK *8935 AUTO RX G3 12/20 15:56 01 ,39 2 c1K *8936 AUTO RX G3 503 692 9292 12/20 16:00 00'39 1 OK *8937 AUTO RX G3 503 797 1849 PARKS/GREENSPACF. 12/20 17:03 01 ' 37 4 OK *8939 AUTO RX G3 5032313372 12/21 07:48 00'36 1 OK *8941 AUTO RX G3 5036240635 12/21 08: 15 00'59 I 2 OK 8943 AUTO RX G3 503 641 7424 12/21 08:35 01 ' 24 + 2 OK 8944 AUTO RX G3 503 873 5384 12/21 09:24 01 '51 3 OK 8945 ALTO RX G3 5036492733 12/21 10: 17 00'38 1 OK CITY OF TIGARD BUILDING INSPECTION NOT Inspection Line (Rec-O-Phone):639-4175 Business Phon 4171 Inspection: Foocing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. _Pibg,._Iop ut j Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. L nderfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation Mich. Underflr, Insul. Shear Wall Gyp. Bd. -Elect, Date Requested: �Wff � Time:_XIi4M PM Address: Builder:M-te.. _2�z2 Permit 1!: THE FOLLOWING CORRECTIONS ARE REQUIRED: I i i JA actorDate: 2 PPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. Commercial Quilding Permit AQplicat ori City of Tigard 13125 SW Hall Blvd. Tigard, OR 97273 (503) 639-4171 Jobsite Addross7 [ Tenant * r Planck/Rea it Valuation: .r Owner. Address: r tN�� Cir 4.t. • < yM . 460 Phone: ` A Y AA y 4. Contractor: Addresr: Type of const: Occupancy class: Phone: Sprinklered7 Yes No Contractor's License # (attach copy of current Oregon Ilene) Sq. fL of project: Contact name R phone: _ Story (1st, 2nd, etc.) Proposed use: Arch ltect/EngIneer Previous use: Address: _ ~� Note: Plumbing & mechanical plans must be submitted at time of —� building permit application, Phone: JOB DESCRIPTION: / Applicant Signature & Phone number r -- ---`` Received by: _ Date Received: Permit x Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Medi. Permit (MIECH) Stats Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) _ Bldg: Plumb: Mech: $ewer Connection (SWUSA) _ Sewer Inspection (SWINSP) Parks Dev Charlie (PKSOC) Residential TIF r,11F-R) Mass Transit TIF (TIF-MT) Commercial'TIF (TIF-C) Industrial TIF (TIF-I) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQU�,L, Water Quantity (WQUANT) Fire life Safety (FLS) Erosion Cntrf Permit (ERPRMT) Erosion Planck/USA (ERPLAN) _ Erasion P!ancklCO T (EROSN) „ G Z�- TQiAL:: � C;itq of Tigard PLLM� BIND PERMIT APPLICATION PlancWRec. 13'125 SW Hall Blvd. H� PWMR# Tigard, OR 97223 (503) 639-4171 iv MINIMUM $25.00 PERMIT FEE +ST. SURtH RGE F_ """'°'°ir"'"""" ^New Slnqle Fsmity Reewonc4a only I BATH YCJuSF_5140.00 p 2 BATH HOUSE$195.00 Job (� �smw.e 4.G'_-L- ❑ BATH HOUSE$225.00 Address anlnw ` r. Fee includes all plumbing Postures in the dwelling and the A 100 feet cli. of water service. sanitary sewer and storm sewer. See fne•: oelow. IAIr.s la ar s�wn.r boazIA FIXTURES QTY PRICE ANT Sink� 9.00 p Lavatory 9.00 (>._-. Owner r'• fes' 'CP53 VS+Z`��S Tub or rub/Shower Comb. 9.00 c'^"!'"• A" Shower Onty -76-6 --- _-9.00 9.00 Nn..1.-1 / Dishwasher 9.00 ., 0 r t �� rt:"7 ``''' Garbage Disposal 9.00 Occupant w.rrar.r tr NMI Washing Machine � 9.00 Floor Drain 9.00 c""°'•'• n^ Water Heater f 9.00 r �• �,-, Laundry Room Tray 9.00 """• Urinal 9.00 Other Fixtures (Spacity) 9.00 w.tave yes... ph9.09 Contractor _ !at 6k ` cow". ar /1p - � 9.00 Sewer 1st 100' _ 30.00 ah ew T.w Sewer -ea. Addlt. 100' 25.00 N` Water Service 1st 100' - 30.00 I hereby acknowledge that 1 have read this application, that the (7 "I k, Water Service ea Addit. 200' 25.00 information given is correct. that I am the owner or authorized at of ---the owner, that plans submitted ire in compliance with State laws, that Storm &Rain Drain 1st 100' 30.00 I am registered with the Construction Contracir s Board, that the Storm &Rain Drain Addit. 100' 25.00 M number given is correct. (If exempt from State registration, please _ e reason below.) Mobile Horne Space 25.00 V Back Flow Prevention Device or Anti-Pollution Device 9.00 '1r~*1••'"•'".owl " Any Trap or Waste Not - Connected to a Fixture 9.00 Describe work new addition alteration (_) repair Catch Basin ?.UO o t»done residential O non-residential O Insp. of Exist. Plumbing 40.00fir Specially Requpsled Inspections 40.001hr Existing use of I - budd!ng or property _ Rsin Drain, single family dwelling 30.00 Residential backflow nreventlon devices 15.00 PrroOsed use of huilding or property '(Except re,+ldent/al backflow prevention devices)) NOTICE "fdinimum roe $25.00 SUBTOTAL �` S PERMITS BECOME VOID IF WORK.OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 3%SURCHARGE )�� CCNSTRUCTION OR WORK IS SUSPENDED OR ABANDONED -- --- FoR A PERIOD OF 180 DAYS A I ANY TIME AFTER WORK IS CI-WMFNCED PLAN REVIEW 25%OF SUBTOTAL ICTAL Special Conditions Da 9 Issued _ by CITY OF TIGARD BUILDING PERMIT PERMIT #. . . . . . . : 6UP95-0444 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 12/05/95 13125 SW Hall Blvd.Tigard,Orogon 972234199 (503)630-4171 PARCEL: S:0c^AA•-04700 #ITE: ADDRESS. . . : 08900 SW COMMERCIAL ST SUBDIVISION. . . . » MORINS ADDITION VACATED ZONING:CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . 11. REISSUE: FLOOR APEAS----------- EXTERIOR WALL CONSTRUCTION CLASS OF WORK. :AL.T FIRST. . . . : 13000 sf N: St E: W: TYPE OF USE. . . :COM SECOND. . . 0 sf PRC)TE::T OPENINGS?----------- TYPE OF CONST. :5N . . . . 2 sf N: St Es Ws OCCUPANCY f3RP. :BO TOTAL.------: 13000 sf ROOD= CONST: FIRE RET?! OCCUPANCY LOAD: 137 BASEMENT. : 0 sf AREA SEP. RATEDs STOR. : 1 FIT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT?: ME Z Z? : RECD SETBACKS-------- --------- FLOC)R LOAD. . . . : 0 ps f LEFT: 0 ft RGHT: 0 ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 FIR ALRM:N HNDICP ACC:Y BEDRMS: 10. BATHS: 0 IMP SURFACE: 0 PRO CORRIN PARKING: 0 VALLIE. $ : 25000 Remarks : 13650sq. ft. tenant improvement. Owner: FEES TWO BEARS COMPANY type amount by date recpt 9935 SW COMMERCE CIRCLE PLCK $ 110. 83 S 10/18/95 95-271814 PRMT $ 170. 50 B 12/05/95 95-273525 WIL.SONVILLE OR 97140 FIRE $ 68. 20 B 12/05/95 95--273525 Phone #: 682-1800 5PCT $ 8. 53 B 12/05/95 95-273525 Contractor: — ROBE=RT BRAY PARTNERS, INC. F. O. BOX 1016 SHERWOOD OR 97140 ------- _. Phone #: 692-4675 $ 358. 06 TOTAL Reg #. . t 65424 --------• REQUIRED INSPECTIONS -- - - --- This permit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Ins 1.i l at i o n Insp applicable laws. All work will be done in accordance with (gyp Board Insp approved plans. This permit will expire if work is not started SI_tsp Ceilnrl Ilisp within 169 days of issuance, or if work is suspended for more Misc. Inspection than 169 days. Final Inspection E? Ih i }: n V 0 t 1_11^n ��-�!!�✓t- Is,, _1e,,f hv : V mak: Call for inspection - 639-4175 CJ 'IY OF llt-)okil - MLAJ-1PI OV PAYM,N) NO, 19t, U1,W.11K AMOUNT NAMR 0 ROBERT DRAY PARfM"r-'RI11\11; LOSH NMOUNI V1 ovv pDDHESS t PC) SUX 1016 PHYMI-441 Hf-*.RWUUn UR C)71-40- PURPUSE' UF' IJ$4'WMI--Nl WILION I PAI U PURPUS�-t. LlPW(Mfit-141 ollsil"JUNI 4-0 141 11 1► IIF-N .Ml 1 1, 1)1 N41 PF RM bo F= I Hk-- L.j'.F-E 814--EY PLAN f.,f< a.8.0 8900 SW GA-IMMFIRCIAL. BLIP 45-0444 IOTAL. (41401-110 PHII, Form 2a SUMMARY Project 1. Project Name 2. Project.Address 8-054::� <.-W• canry)MMCAL- 3. City/Town Ti 4. Building Area(W) Attached Chapter Type I.D. Description Attached Forms and — Worksheets Building Envelope Form 3a Prescriptive Path 3b Component Performance Path Check boxes to Indicate the Worksheet 3a Wall U-values attached forms 3b Roof U-values �` and worksheets. 3c Floor U-values � 3d Average Thermal Values Systems Form 4a Systems Workoheet 4a Unitary Air Conditioner—Air Cooled =1 4b Unitary Air Condit ioner--Y'ator Cooled 4c Unitary Heat Pump—Air Couled 4d Unitary Heat Pump—Water Cooled 4e Unitary AC&Heat Pump--Evaporatively Cocled 7 4f Packaged Terminal AC—Air Cooled J 4g Packaged Terminal Heat Purnp--Air Cooled 4h Water Chilling Packages—Nater&Air Cooled l 4i Boilers--Gas-Fired and Oil-Fired O / 41 Furnaces& Unit Heaters—Gas-Fired and Oil-Fired y� Artificial Light Form 5a Interior Lighting 5b Lighting Schedule 5c Interior Lighung Power 5d Exterior Lighting Worksheet 5a Interior Control Credits Applicant S. Name — GEtd.l(a C�.(z'Q.lv1El...LI 8. Telephone ec, 2 40 5 8. Company - 9. Oate _ _ P 11-3Q-°IS 7 Signature Other No.of Pages Description of Document Documents ---- — - - Enter all — supporting -- calculetlons, test repols and ----- �-- — catalog cuts. t»t Forms 2-1 Form 3a PRESCRIPTIVE PATH FOR ZONE Building - Area 1. Above-Grade Wall Area(gross ft2) �.8 Q 4. Roof At- igross ft2) 1 'See Figure 3a - for climate 2. Window Area(ft2) Cj 5. Skylight Area(ft2) zones. - 3. Percent Window to Wall Area. 6. Percent Skylight to Roof Area.Divide Divide line 2 by line 1 ,a ?j line 5 by line 4.Must be less than 396 Q 1 Above Compliance Package Proposed Ground Component A B C D E F G VMIUOad Walls r bPercent window percent° 9% 17% 18% 21% 27% 37% 46% 170 to wall area (line 3). Windows Max. Single Double Single 0.50 Double 0.60 0.50 'Max.SC omit U-value Glazed Glazed Glazed Glazed applies to coolies to cooled-buildings Max. No No 0.60 0.5U NO 0.60 0.40 - 57 only. SOC limit Limit Limit dro cakulafe the Above-Grade Max. U•value of the 0.20 0.20 0.10 0.20 0.10 0.10 0.10 walls,use Wa11s U value Worksheet 3a. 7, Dees design meet target? Enter the package letter(A-G)if all components of the values of the r- I proposed building meet the criteria.Otherwise use Farm 3b. --� Roof, Floor, Propos and Below- Component Standard U o(V Grade Walls - Up to 3 percent Skylight' 0.059 •Skylight shall be Roo} Max. U value Without Skylight 0.07; �, r double glazed - i Min. Fl-value of nheated Slab 4 with a min. Slab-on-grade Floor v4•inch air space. g the Insulation a 5.8 _ n rTo calculate the Floor Over0.077 roof and Boor Max.U value Unheated Space e,use Works -- / Worksheet 3h Below ' end 3c. Min. R-value of the Insulation 5 Grade Walls 8. Does design meet target? Enter the"Y"if all nomponents of the values of the proposed building meet the criteria.Otherwise try Form�jb __ r -- ristss>ts� Envelope g, The perimeter insulation for the slab-on-grade floor shall extend downward from the top of the slab for a minimum distance of 24 inches.See Section 5303(d). Enter the - reference to plans �f 10. The insulation for the below-ground wall shall extend the lull height of the wall to and specificatio,is the top of the lowest floor or 10 feet below grade whatever is less. that shows _ compliance with 11 Manufactured doors and windows are certified according to ASTM, E 283 for the requirements. 0.37 cfm per fool of window sash crack and 11 cfm per foot of door crack. -, 12. On the war._11 side(winter)of the insulation for the walls, roof and floor,install a vapor barrier with a perm rating of one or less. See Section 5303(f). _ J V" Forms 3-1 Worksheet 3a WALL UNALUES ( Brick on — -(a) (b) (c) Block Wall Layer Description Detail e i See Table 3c for R- Exterior Moving 0.17 :values of air Surface Air 4 sprces. A I Sre Table 3b for P-Values of brick, Air t lock and gypsum S ace v rallboard. p Concrete See Table 39 for C Block _ Fl-Values of `�\ Framing/ framing Insulation. D Insulation E Gypsum Wallboard Interior Still `""t�.r-�'° �'�:� t . 0.68 Surface Air 1. Total column;d) f -- •; U-value. Invert the amount In line 1 - i Insulated (a) (b) (c) (d) ' Concrete Layer Description Detail R value C wan .;•; _ Exterior Moving �, ' j :Y:. ��,�� 0.17 ` See Table 3b for Surface Air 71 W" R-Values of stucco, :'r.:r''.:' `::;: A Concrete or VHOMUL concrete, �4- Insulation Stucco 7D and gypsum .':,`'.':"•..`:` ':: wallboard. _ ; ". B Rigid Insulaticn See Table 38 for R-Veluesol .:fil:.;f: +' C Concrete framing Insulation. Framing/ Insulation 51. E Gypsum A _ Wallboard Interior St II �. 0.68 Surface Air ' 1. Total column ,d) 3,2 2. U-value. InvpR the amount In line 1 "irk t tr��, Worksheets 3-11 Worksheet 3a (cont'd) WALL U-VALUES Aluminum (a) _ (b) (o) (d Siding On Layer Description Detail Stud WoM Exterior Moving 0.17 See Table 3c for - - Surface Air R-Values of air A Alumi spaces. — —-- See Table 31)for - -- --- -- - --- r ` R-Values of S ace aluminuin siding, plywuod sheathing __ C Sheathing and gypsum wallboe d. D Framing/ •-- Insulation See for — R-Values ues off E Gypsum framing/ Wallboard insulation Interior Still 0.88 - Surface Air 1. Total column(d) [2. LI-value.Invert the amount In line 1 i Generic Wall (a) (b) (c) (d) See Table 3c for R- Layer Description Detnll R-value Values of exteriorC __ Exterior STI LL and interior Surface A4 P- surfaces. 6R U M 11 3 e' See Table 3b for • A W A'� _} I ' I R-Values of )[� 01 I O. T $it building materials E ---------- �- ^s 1� J See Table 3a for C �PSUM -r a. R.-Valuesof 1•J. framing/insulation. D „.` --- E ! - Surrfface �T/�tl k 1. Total column(d) 2. U-value. Invert the amount in line 1 .086 I Worksheets 3-13 Worksheet 3b (cont'd) ROOF UNALUES laeneric (b) (c) (d) Roof •-. Layer Description Detail R=value Soo Table 3c for - —`J 'C�- Exterior - ezgI LL.. .,` - /41 � - 4lDa -_- - R-Values of •�_ Sudece - exterior and p - �y interior surfaces. A raw t). 7 See Table 3c for - 'o, R-Values of air 6 6 - spaces. r C See Table 3b for C ^ r� "� G ----- - R--Values o! PI ID building materials � � �� D _�'fi 2 See Table 3a for R-Values of metal E ---- -- and wood stud _ insulation and Interior eA L, metal truss/ surface insulation. 1. Total column(d) 2. U•value. Invert the amount in line 1 r 055 ,,rost Worksheets 3-15 Worksheet 3c FLOOR UNAL,UES Wood Deck amm mun _ (a) (b) (c) Layer Description •value See Table 3c for R- Values In Values of exterior i � 0.92 and interiorSurfa surfaces. Carpet See Table 3b for R-Values of wood 6 Wood Deck/ and carpet. _-_-_-. - _ - - Sheathing See Table 3a.or C Wood Joist/ R-Values or wood Insulation joist/wulation Exterior Moving � 0.17 Surface L Air 1. Total column(d) 2. U-value. Invert the amount in line 1 Generic ------- (a) (b) (c) (dl Floor •- ��_ Layer Description Detail R value See Table 3c for R- Interior 1,T1 LL r K Values of exterior SurZace — and inferior A surfaces. � f See Table it for R- Values of air spaces. See Table 3b for T` O�O� -1 R--Values of (Ot building marenals + D 120U* I (-T See Table 3a for E P F-J;�J M t' A 04?R-Values of metal 1H 5(Jl,li`T"� rj and wood joist/ Exterior insulation and metal 170 9 2 Muss/insulation. $UrfaCe 1. Total cclimn(d) 7.0 3 C 4444JIhM 2. U value. Invert the amount in line i (4- lop �_ �J 3-16 Chapter 3-Building Envelope t1i93j Worksheet 4j FURNACES & UNIT MATERS-CM-FIRED AND OM-FIRED Proposed (s) (b) - (c) (d) (dl Equipment Proposed E,-Thermal Heating Compliance Efficiency. Equip. Modei Capacity Et Et Schedule' Determine the ID Designation (Btu/h) AFUE (Max.) (Min.) (A-E) thermal efficiency by subtracting the /� o measured stack U N I P4E y 8070 7� .O 7-+;,'0 (chimney)loss from 100 percent. _ Ratings for minimum and maximum _ performances are based on the _ provided controls. 'Enter the letter from the table ` below. 1. Does the proposed equipment meet the r9quired equipment efficiency? Enter"Y"If true. 2. Check boxes to indicate the source of Information. J GAM.A Directory(Enter the page number) J Product data(Attach data furnished by the equipment supplier) Required Heating Capacity(Btu/h): Minimum Performance Equipment _ Efficiency But not Et Et Compliance Equipment Schedule Type Over— over— AFUE (Max.) (Min.) I Gas-Fire rm Air A Furnaces an ombination 0 225,000 78% Furnace/AI Co ditioner «5,000 8t,�'o 78% Oil-Fired,fpfm Air 0 225,000 78% --- ---- B Furnaces and ombination 225,000 -•-- 81% 81% Furnace/Ai C ditioner C Ga red,.._._— --_O— ---- 78% 75671 �ttCt aCeS /P'�T Gas �irea, — 7e°i 7a°i° Unil Heaters Unit aters 4.16 Chapter 4 - SY-4em It 991 I I THLSE CALCULATION INCLUDE THE OFFICE SPACE BUT NOT THE WAREHOUSE 4 SPACE. THE WAREHOUSE SPACE IS HEATED FOR FREEZE PROTECTION ONLY i (550F A LESS) AND THUS IS NOT REQUIRED TO BE INSULATED. SEE CODE 5302, CONDITIONED SPACE. JOHN PERRY (PROJECT COORDINATOR OF THE ENERGY CODE GUIDELINE) SAID THAT THIS WAS THE PROPER WAY TO HANDLE A TWO CONDITION BUILDING. 't 0=1 November 29, 1995 TO: James Funk Plans Examiner City of Tigard �(7�,7jy 01799 oF`F�U'`'ai S RE: Two Bears Co. f��l 8900 S. M. Commercial PCIO-46C BUP 95-0144 The following items are in response to your commercial plan review of November 16, 1995. _1-. Accessibility A. The handicapped parking space has been revised showing a ramp connecting to the existing sidewalk. The ramp elope is 1" of rise per 48" of run. Spot elevations are indicated attop and bottom. B. The signage has been corrected to have a penalty of 6470. in lieu of 6250. C. The elope of the existing interior ramps are noted on the plan to be 1" of rise/per 15" of .run. 2. Both restruoms have been made accessible, the revised ,-Ion allows the doors to owing-in withoutencroaching into the fixture clear floor area. FIRE AND LIFE SAFETY ,,I. Exit doors will have illuminated exit signs with secondary power to 1 lamp in each fixture. Notes placed "n plans show location of lamps ova required exit. doors. Building required exits will be provided with emergency illumination from a separate power source having a min. intensity of 1 It. candle at floor level. ��. Type 2A fine extinguishers are indicated an floor plans a maximum of 75 feet from any position in building. 4i The pair of double acting doors has been changed to a pair of 3`7' push-pull type opening in the direction of exiting. 5. Entrance door will owing out in the direction of exit travel. P.O. BOX 1016 • SHERWOOD, OREGON 97140 • (503) 6.92-4675 • FAX(.503) 692-9292 ENERGY 1. A completed energy form 2A accompanies this document. MECHANICAL 1. The heating/ventilation system will provide a minimum of 5 cu. ft. per min. of outside air per occupant with a total circulation of not less than 15 CFM per occupant in all portions of the building. Thank you for your prompt and courteous service. Sincerely, � Craig Caraelli Architect Robert Gray Partners, Inc. CVC/th CITY OF TIGARD STUN PLR111T COlWMUNITY DEVELOPMENT DEPARTMENT PERMIT #s SON95--0167 '13125 SW HrM Blvd.Tigard,Oregon 97223oe199 (503)639-4171 DATE ISSUED. . . . e It/81/95 EXP I RATIC14 .DATE: 02/21/96 PARCEL. . . . . . . . . t 2S102AA---047012A ZONE. . . . . . . . . . . s C8D BUSINESS NAME. . : HIT—N--RlJN PA I NTBAL.L SIGN L.00ATION. . s 08900 SW COMMERCIAL ST APPLICANT/AGENT: KRISTI MCVEY HIT—N•-RUN PAINTBALL BUSINESS TAX NOs mmmesatmmeiaeirmaammmer�mmeosxaneerssaaaesrs�mc.paztasvm�:smmmeoean�--=_-^tam+a:mmcmmtmmnemacabardaarzvambatm SIGNe PERMANENT (X) FREESTANDING ( > FREEWAY ( ) TEMPORARY ( ) WALL (Y) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( > BALLOON ( > SIGN D I ME149 I ONS. . . . . . 1 5' X 14. 3' TOTAL SIGN AREA. . . . . . s 72 sq. ft. WALLAREA. . . . . . . . . . . . t 2840. s q. f t,. WALL FACE (DIRE'CTION) : W SI13N HEIGHT. . . . . . . . . . a 17 ft. PROJECTION FROM WALL. : 1 in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF G1GNe 72. 5 sq. ft. permianent wAll sign MATERIALS. . . . . . . . . . . . . EXIf3TINQ SIGN; . . . . . . . s 0 ELECTRICAL PERMI1 RF'QUIR D: N BUILDING PERMIT REQUIRED. . : N ADMINISTRATIVE EXCEPTIONS. : N/W, PERMIT FETE s f 25. 00 APPROVED BY- PERMITTEE Y:BERMITWEE SIGNATURE a ._ P'al"Et 11/21/95 A >, w Ic H Le > � a 4 �04 � m lot o I\ LO • �' Ln s ! a X co tt) zo • • �� lit . N 0 0 J 1 N ll T J r x 8 � T W O F- � � W Cn W _ N J O J T J J = b h N + b o "n � Cn r T N CITY F TIGARD SIGN PFKMIT COMMJNITY DEVELOPMiEI IT 1EPARTMENT PERMIT #t SGNn5--0168 12125 8W H&N Bbd.Tigard,Oregon 16'29)•5199 (503)e294M DATE ISSUED. . . . : EXPIRATION DATE& 02/21/96 PARCEL. . . . . . . . . . 251 K.'AA- 04 1,00 ZONE. . . . . . . . . . . : CPP B'ISINEOS NAME- . s HIT—N—RUN PAINTGALL SIGN LOCATION. . : 08900 SW COMMERCIAL ST APPL_ICONT/AGEMTt KRIS TI MCVEY/HIT--N •RUN rAINTBALL SUB 114ESS TnX NO s 111®l:rc:sn tS Sl�i.�TC b'0C r1t l9�CC� Isl0R IY b11'915 Yt Rs e-.ars pe 1C 51 tT.r_m�u:xr scsa-c:mc�r_=rr.c.•¢u sJ ra c ra S:C C1 s:•ssi�nae Src:S¢c¢7 car�x � CIC.IN: I PERMANENT (X) FREESTANDING ( ) FkUEWAY ! � TEMPORARY ( ) WALL_ (Y) E:!_ECTRON IC ( ) OTHER ( ) BILLBOARD ( ) BAIL-.LOON ( ) SIGN DIMENSIONS. . . . . . a 5. 71 X 17. 3p TOTAL SIGN AP?EAz . . . . . a 101 sq. ft. WALL AREA. . . . . . . . . . . . t 27:54 sq, ft . WALL FACE (D I RECT I Did) s SIGN HC=IGHT. . . . . . . . . . : 21 1=t. PROJECTION FROM WALL.: a 1 ILLUMINATION. . . . . . . • . t NON DESCRIPTION OF SI,,eq: 101. 5 sq. ft . pr-i manent wall sign MATERIALS. . . . . . . . . . . . 3 EXISTINS SIGNS. . . . . . . t 0 ELECTRICAL PERMIT REQUIPEDs N BUILCINS PERMIT REQUIRED- . s N ADMIN16TRATIVE CXCEPTIONf,. : N/A PERMIT FEE s 35. (d0 APPROVED BY s PERM' rTEE SIGNATURE c_ -lyp _ �^ C�SU1C1 DATE: 11/81/95 r E �I L o; 1 � L oil ,z If • �I x � s o; . . t • N T x i x T J T 0 J � J • T b ui 0 J J W J N N r � r ui J J - T J FP J x N ' b C7 t1f N •' November 16, 1995 �1'`� , ) CITY OF TIGARD y "' OREGON Russ Leach ` h o t 9675 SW Tualatin Sherwood, OR 97140 Re: TWO BEARS CJ. 8900 SW Commercial PC10-46C BUP95-0444 The plans and specifications have been reviewed for conformity to applicable codes. Please submit three (3) sets of revised plans and specifications incorporating the following requirements: Accearibility Please provide information on the following items when/if � applicable: �A. Curb ramp from accessible parking to sidewalk in accordance with OSSC, Section 3104 . Penalty amount in literature on signage to be in accordance with OSSC, Section 3104 (a) , ORS 447.233 (f) ($470.00 not $250 .00) . C. All ramps shall have a running slope not greater than 1 vertical in 12 horiz ntal (OSSC, Section 3109 (d) 31 What is the slope of he existing ramps? The ramp providing access to persons with disabilities shall be provic_ed with a handrail when the rise is greater than 6" or the run is greater than 72" (Section 3109 (g) , Exception 51 . 1 pe':h restrooms shall be accessible to persons with disability [ JS C, Section 3108 (b) ) . VVV"` A door swinging into an accessible restroom shall not encroach into the clear floor space of a fixture (OSPC, Section 3109 (j ) 21 . Fixe and Life Sa:ety "Z . Clearly indicate all required exits, except the main entrance, with illuminated exit sign3. Provide secondary power to one lamp in each fixture [Section 3314, . 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-1772 ---- is. Russ Leach November 16, 1995 Pg. 2 Provide exit illumination having an intensity of not less than 1 foot candle at floor level, and provide a separate power source, such as an on-site generator or storage batteries to operate the lighting system in the exiting system [Section 3313 (a) (b) ] . 6: Provide Type 2-A fire extinguishers throughout so that the travel distance to a unit does not exceed 75 feet [NFPA 10 3 .2 . 1] . Each double-acting door shall have a view panel not less than 200 square inches [OSSC, Section 3304fb) ] . �3. The Entrance door shall swing in direction of exit travel [OSSC, Section 3304 (b) ] . Energy 1 . Submit a completed Form 2a (Summary sheet) from an Energy Code Compliance Manual (Revised January 1993) . Include ralevant compliance fo::ms and documentation. Mechanical 1 . The heating/ventilation system must provide 5 cubic feet per minute (cfm) of outside air per occupant with P total circulation o.F not less than 15 cfm per occupant in all portions cf tho buildings [UBC Sections 605 anti. 7051 . If you wish to d:.scufs any of these items, please give me a call . Sincerely,, James Funk Plans Examiner bup95-0444\pc10-46c Commercial Building Permit ADD1i a 'ori City of Tigard 13125 SW Nall Blvd. Tigard, OR 9722.1 �% I (503) 639-4171 Jobslte Address: �rj S•kl . CX�vn►�E-�ICS C Tenant: Suite N Office Use Only ►�y� ,. Valuation: b� Planck/Rec # �-•.. �� . / Permit Owner: CID ' Map & TI_ # . — Address: 22 Cory)rn Aonrovals 1te_ug fired C I L (,)1 L1�=Ti 0 2 �— Planning _----.---_ �_—, Phone: b 6112- [ 040 Engineering 05,1/,V �'',�"h (, 1 . )phi 0 Other Contractor: Address: P. 0, X_ (L4)OC) ars , r 4 o Type of const: bK)c)k 1: A T7E,b . Occupancy class. Phone: �.v� 2 ��—"� ., Sprinklered? YesNo/ Contractor's License # (attach copy copy of current Oregon license) Sq. ft. of project: Contact name & phone: GRA1 _C_--2-46,1 Story (1st, 2nd, etc.) �� C �,v Proposed use: ArchitecVEnglnser: �,US - C-S _—4 �/ $ Previous use: Address: (0 15 S • W•• Note Plumbing & mechanical plans must be submitted at time of U building permit application. jOB DESCRIPTION: ,I titskiog, PILSRr)T1OK) P/-.r( K-)C, �-o Nr Applicant Si re & Phone number Received by: RJ4 WL Date Received: �� — Permit 0 Account Description Amount Amt. Pd. 821. Duq Bldg. Permit (BUILD) _ Plumb. Permit (PLUMB) r_ Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) 110, 3 rt Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINc,r) Parks Dev Charge (PKSDC) _ Residential TIF MF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) _ Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) _ Erosion PlanckiCOT (EROSN) G 'TOTALS: Or r Cl.f 1' OF t2C:.1.;h;I PT IA ['(i Y Mt•N) pt-C.11 I P'I NO. t 91,3 -r'7 IS 14 CHE-A K t--tvil 1111+11 2 41. 433 h1L� s (t+:tElC:AT UHAY NNR7NLR8 INC 1..f1:yti ►11911111•11' a 0. 0kfi �►I)Lip�C,C3f✓ a PO BOX 10)b 111.111- a SHIERWOM) OR 9 714t7J•- O(JIt430414% OF I1Ia YML-N( HMf It 7N 1 1'H J U 1:10H1•'L:ISV U1 I.AMt 11,114 1 t-'H 1.J.) k.i1It,l►IIYli P1 IM (JI V. 1 1111. N. t *,1,10 S-W (;0MMF.-.P( TAL. ... 10 461", I(11 tat- HMI I!►N 1 P(4 1 1! CITE' 4F TIGARD BUILDING PERMIT PERMIT #. . . . . . . .. DUP95--02'.1 COMMUNITY DEVELOPMENT DEPARTMENT DATE= ISSUED: 06/21/95 13125 SW Ha118tvd.Tigard,Oregon 97223.9199 (6p3)$394t77 1. ')ITE ADDRESS. . . : 0£3'300 SW COMMERCIAL ST P'ARCE'L.: 2S 102AA--04700 SUBDIVISION— . : MORINS ADDITION VACATED ZONING: CHL BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . REISSUE: FLOOR AREAS --- - ._.__._.._ -- rXTERIOR`WALLr CONSTRUCTION CLASS OF WORK,. :ALT FIRST. . . . : sf ti! S: Es W: TYPE OF USE. . . :COM SECOND. . . : sf PROTECT OPENINGS?----- TYPE OF CONST. :-')'N THIP). . . . sf Ns S: E: W: OCCUPANCY GFP. :Ea,: i'OTAL_--- --: 0 sf ROOF' CONGT s A FIRE RET?:N OCCUPANCY LOADS BASEMENT. : sf AP'LA SEP. RATED: ': TOR. : HT. : ft GARAGE. . . : sf OCCU SEP. RATED: gSMT? : MEZZ?: REQD SETBACKS----------- REQUIRED-------- FLOOR LOAD. . . . : ps f LEFT: ft RGHT's ft FIR SPKL: SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HNDICP ACCs 5EDRMS: BATHS: IMP GURFACE: PRO CORR: f-'APKINC: VAE_UL. $ : 10249 Rerrarks : :lass A re-roof [Schuller- internatioT al, inc. FEE .N?TTCHELL, LFWIS, STAVER type amount by date recpt . 0. BOX 02-11 PRMT $ 66. 50 SW 06/2-.1/95 5PCT it 4. 33 SW 06/21/95 — WIL.SONVILLE OR 97070 FIRE $ 34. 60 SW 06/21/95 95-266686 Phone #: PLCK $ 56. 23 OW 06/21/95 95-266686 Conti-actar: SNYDER ROOFING 12650 SW HALL DLVD TIGARD OR 97223 Phone #: G20-5252 ! 181. 66 TOTAL Reg #. . . 00158 REQUIRFn INSPECTIONS This permit is issued subject to the regOations contained in the Insulation Ins,i Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection T applicable laws. All work will be done in accordance with Final Inspection 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, I-'cr m i t t a e S i.g n a t i_i r e, T e.i D Call fol" inspection - 639-4177) THE FOLLOWING DOCUMENTS ARE OF POOR ORIGINAL QUALITY 454 ROOF COVERING MATERIALS (TEV-n _ ROOFING SYSTEMS (TGFU)—Continued 1! tbrsns: '•G410", "G410/Felt", "G410.14", "G410.14/Felt", "G410-15", "C.410.15/Felt", Bus S 10-18 "G410-18/Felt "G410.20". "G410.20/Fait", "G410.24", "5327", "5327/Fah", "Vents, s,7 14•' "5327.14/Felt" "S327.15",'S327•IF/Felt '5327.18" '•3327.18/Fait" "5327• Ply Shr "S327.20/Felt"or"S327.24"(PVC). Surfoci .x c C•1.1/2 T&G +15/32 Incline: 1 7 Dock:r Sheet: 15 mil"Mannii las 1200•'. Insular r. lotion,.(Optional)any thickness: 'Ultra( t, s."Sernothorm I"or"Sernetherm 11"• tened M to Apache Products-"Apache Pyr)x'• polysty A c Rmex"Mullimex FA" some S d.NRG-"E'NRG'Y 2-A"or-213" or hot, e.Alias Energy Products-"ACFoam II". nbrons:'S327 "S327-14","S327.15",'•S327-18","S321.20"or"532724"(PVC). �` Ply Shr. k:C 1-1/2 T&G Incline: 1 (i Dock:C 6 riot Board: 16/32 in.min plywood. . Deck: Option:(Optional)any thickness Inaulati a "Sarnethorm I"or"Sernotherm II' paned toned b Apache Products-"Apache Pyrox" n c.Rmex"Multimax FA- Ply d.NRG-"E'NRG'Y 2•A••or '2G" Ply Shr e.Atlas Energy Products-'•ACFoam 11' moppet `I Membrsnr."S327'•,"S327-14",S327.15","S327.18" ".127.20"or"S327.24"(PVC) Surism� !1, 9 Deck:f. Insufat, SCHULLER INTERNATIONAL INU, DENVER CO 50217 810107 (N) ultreG, ASPHALT FELT SYSTEMS WITH HOT ROOT ING ASPHALT toned it Unless otherwise specified, min insulation thickness($ shall be 'Faaco" 3/4 in. min, ••UltraGard" polysty, 1.3 In.min,"Pasco-Foam"• 1 5 In.min or"Fos-Cora"2.0 in.min Rome Si "Fesco-Foam" 1.5 in. min placed foam side down over min 3/4 In. thickTili mechanically or hot r fastened to the deck,is a suitable alternate for 1 5 in.min"Frisco-Foom 9urfech "Fes-Core",2 0 in.min is a suitable alternate to 3/4 in.min-'Fesco"or 1.5 in.min"Fesco-Foam". 10 Dark:L "UltraGard Gold 11'. "UltraGard Gold SP", "UhroGard", UltraGard SP'*, Tesco-Foam I" and "Ta• Insulati pered UltraGard"are suitable alternates for the ins,lation materiels listed in the asphalt felt systems '"UltreG. with hot roofing asphalt. toned is,• Uniform thickness or tapered insulation may be used in the following systems provided they do polysty( not exceed the indicated inclin, —thickness Ply She "Gias8sae Plus";a a suitable 11,118to to"01698264"or','DynaBess". mopped elan A Surfacir 1. Deck:C-3/4 Incline:3 11. Deck:C Insulation: (Optional) Any thickness, one or more layers Fesco". "Fesco•Foarn "Fes-Core Insulatlor "UltroGore r any UL Classified polyisocyanurate insulation,hot mopped or mechanically fas• "UltraGar tened,In combination(optional)with 1/2 in. "Ratro-Fit"cover board,or 3/4 in."Tesco" over 2 In,"Ret polystyrene. Baso She Bass Sheet:Two plies Type 15 plain or perforated asphalt saturated organic felt,nailed.Two •Vsntsula, piles Type 15 perforated asphalt saturated fell,hot mopped. Ply Sheet Surfacing:Gravel,stone or slag and hot roofing asphalt, Surfaclnr 2, Deck:NC Incline' 1'1/2 Deck: Insulation: (Optional)Any thickno:s, onm e rr ore layers "Fesco". "Fe12. C sco-Foem', "Fos-Coro', Dock:C `UltraGard"or any UL Classified pain-ouyanurate insulation,hot mopped or mechanically fes- in env i lenod In combination(optional)with 1/2 in. 'Rotro-Fit" cover board, or 3/4 in. "Fesco'- over pfa8a t polystyrene. Base Sh Ply Shut:Type 15 ospr,alt organic and Type G1 GlssPly Premier"or"GlaaPly IV"_ Smiled. Surfacing:Type G3"GlasKap 3 Dock:NC Incline: 1 Ply Shear Insulation: (Optional)Any thickness, one or more layers '"Fesco', "Fesco-Foam', "Fos-Core Surfacim, f "UltraGard" or any UL Claaerfled polyisocyn no rate insulalion, mechanically fastened or hot 13 Deck:C 1 mopped in combination(option,C)with 1/2 in."Retro-Fit"cover board,or 3/4 In."Fesco"over Base Sh, polystyrene. Ply Shoot Base Shoot:Type G2 "Gl,i'or"Ventsulation".or Dynri'(modified bitumen).nailed Surfeclnp or hot-mnpped. Ply Sheet:Two or more plies Typr G 1 "GlosPly IV"or"GlesPly Premier hot mopped. t Deck:NC Surfacing:Gravel,crushed Mone r at.g end hot roofing asphalt. Insulation 4 Deck•NC Incline. 1 "UltreGon: ► Ineulatlon: (Optional) Any thickness, one or more layers "Fesco". 'Fesco Foam "Fes-Cors in toned"UltraGard"or any UL Classified polyisocys nu rate insulation,hot mopped or mechanically fas- tt pled in r toned in combination(optional)with 1/2 in. "Relro-Fit" cover board,or 3/4 in. 'Fesco" over Boao Shan polystyrene. Shoot Beep Shut:Type G2'GasOsso'or"Ventsulation",or"DyneBese"'(modlllsd bitumen),nailed Surfacing or hot mopped. 2 Dock:NC Ply Shoot:One or more plies Type G2"GlaaPly IV"or"GlaaPly Premier",hot mopped. Insulation Surfacing:Type G3"ri esKap" 'UltraGo r 5. Deck:NC Incline: 1 rr w Insulation: (Optional)Any thickness, one or mare layers Faaco '•Faaco-FoamFos-Coro, toned In r. "UltraGard"or any UL Classified polyisoeyanursto insulation,hot-mopped or mechanically fors- polyetyren toned in combination(optional)with 1/2 in. "Retro Fit'cover board. as, 3/4 in "Foseo" over Ply Sherri polystyrene. mopped Ply Sheet: Two or more plies Type GI "Glosply IV" or "alosply Premier", nailed or hot Surfacing mapped. 3. Deck:C-I Surfacing:Type G3"GlasKap",hot mopped. Insulation 8. Dock:C-15/32 Incline: 1 "UltraGard Insulation: (Optional) Anv thickness, ant or more layers "Fesco". 'Fesco-Foam 'Fos—Core toned in "UrraGafd"or any UL Classified polyisocyenurata insulation,hot mopped or mechanically fes. pulystyren, toned in combination(optional)with 1/2 in "Retro-Fit' cover heard,or 3/4 in. "Frisco" over PI Shaer. polystyrene. Surfacing LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS(TEVT) 466 'd ROOFING SYSTEMS (TGFU)—Continued 0.15' "G410.16/Feil Some Shoot:One ply r' Type G1 "GlasPly IV"or"GlasPly Premie , or Type G2 "GlasBue" or "Uili' "8321/FNI 'Ventaulation ,or'DyneBase"(modelled bitumen),nailed or hot mopped. 5327-1 S/Felt"."5327- Ply Shoot:Two or more plies Type G 1 "GluPly IV'or"GlaaPly Premier",hot mopped. Surfacing:Gravel,crushed stone or slag and hot roofing asphalt 1 7 Deck:C•3/4 Incline:3 ) Insulation: (Optional)Any thickness, one or more layers "Fesco "Fesco-Foam", "Fes-Coro", "UhrsGsrd'or any UL Classified polyisocyanurate Insulation,hot mopped or mechanically fas. 4 tened in combination(optional)with 1/2 in. "Retro-Fil"cover board,or 3/4 in "Fesco"over polystyrene Rose Shoot:Type G2 "GlasBass"or"Ventsuletion",or"OYns Baso"(modlfed bitumen), nailed or hat mopped S327-24"(PVC) Ply Sheet:Two or mass plies Type G1 "GlaaPly IV"or"GlasPly Premier",hot mopped Surfacing:Gravel,crushed stone or slag and hot roofing asphalt. B Deck:C-3/4 Incline:3 Insulation:(Optional) Any thickness. one or more layers "Fesco", "Fosco Foam", "Fes-Core", i "UflraGsrd'or any UL Classified polylsocyanurate Insulation,hot mopp•I or mechanically fas. 1 tened in combination(optional)with 1/2 In "Retro-Fit" cover board. •1 3/4 in."Fesco" over polystyrene Ply Sheet- Three or more plies Type G 1 "GlasPly IV' or "GlesPly Premier", nailed or hot mop pad 5327-24 (PVC) Surfacing:Gravel,crushed stone or slag and hot roofing asphalt. 9 Deck:NC Incline: 1.1/2 Insulation: (Optional) Any thickness, one or more layers "Fesco", ,"Fesco-Foem", "Fes-Core", R10167 (N) 'UltraGerd"or any UL Classified polyisocyanurate insulation,hot mappe((or mechanlcall/Na. UT toned In combination(optional)with 1/2 In. "Retro-Flt"cover board; 3/4 in. "Fesco" over 4 in min, "UtroGord" polystyrene. Bess Shoot:Type G2"GlasSese"or"Ventsuletion",or"DynaBose"(mndified bitumen),nailed Fesco", mechanically or hat mopped Surfacing:Type G3"GlasKap",hot mopped. 1 min"Fesco•Foem". 10 Deck:NC Incline: 1.1/2 ,-%co-Foem I" and 'To. Insulation. (Optional) Any thickness, one or more layers "Fesco "Fesco-Foem "Fes-Cora ,ha asphalt felt systems "Ullre3ard"or any UL Classified polyisocyanurate Insulation,hot mopped or mechanically fes• toned In combination(optional)with 1/2 In. ',netro-Fit'cover board,or 3/4 In. "Fesco"over j .rams provided they do polystyrene. Ply Shoot: Two a, more plies Type 01 "GlasPly IV" or "GlasPly Premier", natlsd or hot mopped i SurfaWnn// Ta G3"GlesKep . it. book:C-18/ 2 Incline: 1 'o-Foam, 'Fes-Cora d or mechanically fes, Insulation: (Optlonap es Any thickness, one or more layers "Fesco', "Fesco-Foam", "F -Core", 3/4 In. "Fescoll over "UltraGerd"or any UL Classified polylsocyenurste Insulation,In combination(optional)with l/ 2 In."Retro-I'll' cover board,or 3/4 in."Fesco"over polystyrene, ganie felt,nailed.Two asibill"abot 0" 11rr TyPa pt "GlaaP1�hMt qr� "r1 •� ore. 'NBntsulatlne or�Dynd sib"(1"hoMill, 111W01111 IW{' 6hkrC One or men plias Type G 1 "GlsliPlyPnmlat"res"Olaafky W"',het mapped. NhNaNttg:Type G3"GlaaKap",hot mapped. -o-Foam", "Fos-Core", 12 Ueck:C15/32 Incline. I I or mechanically fps Insulation:Any thickness,one or more layers"Fes v%"Fasco-Foam","Fes-Core","UltraGerd" 3/4 In "Fesco' over or any UL Clstifled polylsocyenurste insulation.One layer of 1/2 in "Retro-Fil Bperd"may be pieced on top of the above insulations but Is not acceptable by Itself "'IesPly IV". Sets Sheet: "GlasSase". "Vents utatlon", "DynaBose'. "GlaaPly IV" or "GlasPly Premier", nailed I Ply Shoot:"Dyna Ply"or"DyneBase"hot mapped. 11 -.n-Foam', "Fes-Core', Surfacing:Type G3"GlesKep"hat mopred. telly fastened or hot 13 Deck:C-15/32 Incline: I 3/4 In.'•Foca"over Base Sheet:"GiasBase•'."Ventsulatlon"or"DynaBaee",nailed. Ply Sheet: 'DynaPly"or 'DyneBass',hot mopped. Wied bitumen),nailed Surfacing:Type G3"GlesKep",hot mopped. has mopped. suaf aid"or any UL Classified of lone Class B I Deck:NC '/ Incline:3 Insulation: (Optional) Any thlrknees, one of more layers "Faeco", "Fear;o-Foem", "Fes-Cora", ro-Faem", "FasCore". Y p Y enurste Insulation,hot mopped or mechanically fee. d or mechanically fas toned in combinebon 1Cotlonsl)with 2 in. "Retro-Flt"cover beard,or 3/4 In "Faeco" over 3/4 In. "Fesco"over polystyrene. Base Shoot:Type G2"GlasBase"e•'Ventsuletion",or"DyneBase"(modified bitumen),nailed. filled bitumen),nailed Ply Sheet:One or more plies"GlasPly IV"or"GlasPly Prom ler",hot mopped. Surfacing:Type G3"GlasKsp",hat mopped. has mopped, 2 Deck:NC Incline:3 Insulation: Optional) Any thickness, one or more lavers "Fesco", "Fesco•Foem", "Fee-Core", "UltraGerd"or any UL Classified polylaocyenursto Insulation.Inst mopped or mechanically fes :o.Foam'. "Fes-Core", toned In combination(optional)with 1/2 in "Retro-Fit"cover hoard,or 3/4 in. "Fesco•'over , 4 or mechanically fes polystyrene. 3,4 in. "Fesco over Ply Sheet: Two or more pilot Type G1 "GlasPly IV" or "GlasPly Premier", nailed or hot mopped .,misr", nailed or hot Surfacing:Type G3"GlesKep",hot mopped. 3 Dock:C-16/32 Incline: 1/2 Insulation: (Optional)Any thickness, one at more layere "Fesco", "Fesco-Foem", "FesCors", "UltraGerd'or any III. Ciaadhod polvisocyenurate Insulation,hot mopped or mechanically fas- co-Foem", "Fsi Ct re tened in combination(optional)with 1/2 in. "Rotri it" cover hoard,or 3/4 in. "Falco" over d or mechanically fat polystyrene, 3/4 in. "Fesco` ova( Ply Sheet:Two or more plies Type 15 asphalt saturated organic felt,nailed or hot mopped. Surfacing Typo 0,3'GlatKep',hot mopped. LOOK FOR MARK ON PRODOC1 { - • " �""� ., .. . , ,. „tier: ,, ''"r�`��` CITY OF T I GARD — RECEIPT (1F PAYMENT RFCF"I PT NO. :95--P67104 CHECK AMOUNT s 34.60 NAME' ..;'' rw ©NYIDE.R tnOF•IN13 CASIA AMOUNT : 0.ft AT)*" I 1P6150 CSW HALL. NLVD PAYMENT TATE a 01".6/P1 /15 TUJARD, Or, �-;UADIVISION a 9!281--3819 VIORPOSE OF PAYMENT P!-:OLIP4T PAID PURPLot. OF PAYMENT AMOUNT PAID 5T. HL'JIL.D PER -ft. 33 F l Rt", ;_T FE SAFE Y PLAN CF, 34. 60 PLAN CHECK FIS --90. E3.3 A900 SW COMMERCIAL ST TOTAL AMOUNT PAID - > ;4. 60 CITY OF TIGARD BUILDING INSPECTION NOTICE (- Inspection Une (Rec-O-Phorre): 639-4175 Business Phon 639-4171 Qd� Inspection: Footing Susp, Ceiling Sprink. Rough-in AppriSdwlk Foundation Plbg. Underslab Mech. Rough-in Firepla<;s Posti'Beam Struct, Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underfl,. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: � r— Time: AM PM Address:_ 5? /q e1 Builder: _ _ Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: oo� Inspector Uate� � P ED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Relnsp- CITY UF T164ARD RECFIPT OF R(-*C("?P-f Na. o95-266686 AMOUNT W. 83 NAMF. % SNYDER ROOFING f 17AFiH OMOUNT a 0. 00 ADDRESS t 1,P650 SW Hr)l 1. VL.Vr) VAYMl:.'NT DATE 06/13/95 T IGARD, nR %)BI)I V IS TON 972(31-- PURPOSE OP PAYMFN7 AW)IMT POID PURPOSE Op r-,AymF,'NT AMOUNT PAID _.__9A. (413 8100 COMMERCIAL STREET -r i)I AI.. AMOLIN"t PAID T Commercial Building Perm` A lice n . City oP 77g6rd _ 13125 SW Hall Blvd. I Tigard, OR 97223 (5013) 639.4171 _ L � � Joaalt*Address: �9U 5v\j LO�� ..,.... Tenant: r_ suite# Valuation: Owner; - \C Address: �Q SOX L?2t 4 i Phone: �;'MrV�''_"\!�•wY.}t rF Y � it K. Z}YC} V: Contractor: Address: ? Type of const: Occupancy class: Phone: Sprinklered? Yes No Contractor's License �� _ (attach copy of current Oregon lirense) Sq. ff. of project:. Contact name R phone: \r rte-. �J � _ Story (1 st, 2nd, etc) Proposed use: Architect/Englneer: Previous use: Address: Note: Plumbing & mechanical plans must be submitted at time of building permit application. Phone: JOB DESCRIPTION: C _ 020F Applicant Signature R Phone number Received b Y Date Received: Permit iw Account Description Amount Amt. Pd. Bal. Due P;dg. Permit (BUILD) 4 C _ Plumb. Permit (PLUMB) . Mech. Permit (MECH) State Tax (TAX) 3`^ Bldg: Plumb: _ Mach: �` G)p "S Plan Check (PLANCK) Bldg: Plumb- Mach: Sewer Connection (SWUSA) Sewer Inspection (SWIN SP) Parks Dev Charge (PKSUC) Residential TIF (TIF-R) Mass "Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional 'i'1F (TIF-1S) Office TIF (TIF-0) Water Quality (WQUAL) _ Water Quantity (WQUANT) _ -ire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) _ Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: V " COF TIGARD BUILDING INSPECTION NOTICE k-fnspection Line (Rec-O-Phcne): 639-4175 Bu,iness Phone: 6371 M, InspEn tion: r lT . �.a v._c`f Footing Susp. Ceiling Sprink. Rough-In A /ScJwik Foundation Plhg. Underslabo n Fireplace 3st/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: -lost/Beam Mech. San. SewerBldg. Plbg. Underfloor Rain Drain r -Plumb. Alarm WEter Line Insulation -Mech. Underflr. Insui. Shear Wall Gyp. Bd. -Elect. Date Requested: ` ' (� �� Time:__AM PM Address: �� Builder: Permit #:11-1 f:>L 2 THE FOLLOWING CORRECTIONS ARF REQUIRED: of Date: Z� _APPROVED —DISAPPROVED L,*V15_ROVED SUBJECT TO ABOVE _Call For Rtinsp. APPLICATION STREET IMPROVEMENVEXCAVATION 1� ,Y'z COPY TO: ORDINANCE NO. 74-14 �� 2 (WHITE, FILE � rvELLDw)-INSP. (INSTRUCTIONS ON SEPARATE SHrET) /�� jj (BLUE')APPL APPLWINK)-OTHER ICANT • / /n APPROVED APPLICATION NO.: NOT APPROVED [] CITY OF TIGARD, OREGON F"EE AMT.: S � __'� PENDING FEE. PMT. r CITY HALL HECF' o.: . �--z �.:� �,__.. PF-NOING SECURITY ❑ PUBLIC WORKS DEPARTMENT RY _ - DATE .L .J.'��.� PENDING AGENCY ''OK" ❑ Application and Progress Record MAINT NANCE BOND *��__� -- PENDING INFORMATION ❑ FOR STREET IMPROVEIAENT/EXCAVATION AS EQUIREo ANNUAL ❑ PENr71NG VARIANCE ❑ EXPIRATION ATE: .— PERMIT NO.. --�PC �_�. _. DATE ISSUED: �_`:._L_x-1 _-- BY' (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL , tiALF-Id TMPF40VEMMS_.___._. AS DESCRiBED 'HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT _r_ Gray Partnere, Inc. P.O. Bolt 1016 Sherlwod, CR 97140 # 692-4675 NAME--` ADOR[SB CITY ��HONB CONTRACTOR (3"*) NAME -- AS�C'AETJIF��—` C17�� 1fH-O�t PLANS By__ 9U1 ENinearinc; — 375 Portlax►d Ave G1' Wt- � 9702_7 # 657-0158 NAME A1?-riRKSS ----- CITY--'--- ESTIMATED IMPROVEMENT TOTAL V:.LUATION ( COST): # 14' "N"'17.40 - `--�ooLl.�irs (2) EXCAVA?InN DATA: rop OFFI U -- -""'N. o n4 X s 'J�77 M? 3 . s 60.30 STREET -DESCRIPYION _- I PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL. INSTALLED ITEM DATE REfAARKS/TYPE BY TYPE ENGTN WIDTH DEPTH ITEM & QUANTITY STREE N ED CcAmo raial . __— (we attached plan) INSP - —_ R TION Q pi E ESTIMATED STREET OPENING DATE: S ESTIMATED STREET CLOSING DATE: E ST RFET (3) SECURITY NO. SECURITY AMT.: $ CLOSED - __-- SURETY CO.: �FINAL CERTIFIED CHI^K ❑ CASH D BOND ,— ,- (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS/CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. - aeo attach I ! S. W. CX.JWERCIAL SMEE:l' ---------- — - -- work area i I SITE: 8900 SW Commercial pt. , — r (5) NorE: THE CITY OF TIGARD 0013 NOT, HEREBY, GRANT PERMISSION TO APPLICANTS ro CONDUCT WORK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITA ALL PERTINENT LAWS AND ':ONSTRUCT:ON SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TJ SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH M,':Y RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE' j f .� � ,:�� DATE - */ITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT MECHANICAL 13126 SW Hell Blvd.Tigard,uvayon 07223.0109 (503)838.4171 PERM T PEPMIT #. . . . „ . . s MEC94-0317 639-4171 DATE ISSUED: 11/09/94 PARCELS 2S102AA-04700 SITE )DDRESS. . . s 08900 SW COMMERCIAL ST SUM' SION. . . . a MORINS ADDITION VACATED ZONINGS CBD BLOC . . . . . . . . . : LO1.. . . . . . . . . .. . . . s -- CLASS OF WORK. . :Al_T FLOOR FURN. . . . : EVAP COOLERS: TYPE OF USE. . . . -.COM UNIT HEA'rERS. . :3 VENT FANS. . . s OCCUPANCY GRP. . sB2 VENTS W/0 APPL: VENT SYSTEMSs STORIES. . . . . . . . a BOILERS/COMPRESSORS HOODS. . . . . . . s FUEL 'TYPES------------- 0-3 lip. . . . : DOMES. I MC I N: :/GAS/ / / 3-15 HP. . . . : COMMI.. I NC I N s MAX INPUT: BTU 15-30 HP. . . . : REPAIR UNITS3 FIDE DAMPERS?. . % 30-50 HP. . . . : WOODSTOVES. . s GAS PRESSURE. . . s 50+ -1P. . . . : CLO DRYERS. . s NO. OF UN I Ts----------- AIR HANDLING UNITS OTHER UN I Tb. s FURN ( 1.00K BTUs (= 10000 cfm: GAS OUTLETS, s2 FURN )-100K BTUs > 10000 cfms Remarks : Dean Brown Building— using existing gas kine and 2 unit haters Owner. -------------------------------------------------------- F:.ES DEAN BROWN type amount by date r r•c I ; C/O 8900 SW COMMERCIAL ST PRMT f 32. 00 JF 11/09/94 -- PLCK $ 8. 00 JF 11/09/94 TIGARD OR 97223 SPCT 1. 60 JF11/09/94 Phone! #1 Contractor1 ----________--_------------_—_— WES i ERN PLUMBING, INC. 9460 SW TIGARD ST TIGARD OR 97223 ----- ----------------------------------- Phone ---- ----------_.------_---_—._------_-- Phone #: 639-5296 $ 41. 60 TOTAL Reg *. . s 024.39 ----- — REQUIRED INSPECTIONS ------- This permit is issued su, t to the regulations contained in the GA s Line I n s p �! Tigard Municipal Code, State of Ore. Specialty nodes and all other Heating Unt Insp applicable laws. All work will be done in accordance with Final Inspection I approved plans. This permit will expire it work is not started within 180 days of issuance, or if work is suspended for more than 180 days. Permittee f.lgnature : iss+_1ed By : Call for inspection — 639-4175 City of Tigard MECHANICAL PERMIT Pianck/Rec. # _ 13125 SW Nail Blvd. APPLICATION Permit # �� r Tigard, OR 97223 7V-6-3/7 (503) 639-4171 Dean Brown Building Table 3A Mechanical Code QTY PRICE AMT Job 8900 SW Commercial St It FermitFee -0- -0• 10.00 Address Tigard, O R 97223 2) Supplemental Permit _ 3.00 -- - -Fumaace to WOOD BTU-�--- Dean Brown 1) Itx;l.ducts a vents 6.00 Owner 9935 SW Ccxn<ner_(,e ('r. 682-1800 2) incl. ducts 8 vents _ - 7.50 - LMOR - or Fumancv Wilsonville , OR 97070 3) incl.vent 6.00 -- spA aaFwef-"r,wall eater-Un-Occupied ' ) or ffax mounted heater-- 3 6.00 1 8 .0 0 Vont no ind.in Occupant 5) appliance perrmit 3.00 -_ Repair o frig,re-Tr'.g - 6) cooling,absorption unit 6.00 -- Boijer or comp, ae pump.-atrr-3570 Western Plumbing 7) to 3 HP abrorp unit to 100K BTU 6.00 Uoder or comp,I'mat pt.mp,eelf c-o 0.-- 9460 SW Tigard Fit. 639--5296 8) 3.15 Hr absorp unit to 500K BTU 11.00 Contractor -- -- W_ rn comp,F arpump,at;concT�__ - -_ T igij rd , OR 97223 9) 15.30 HP absorp unit.5-1 mil BTU 15_00 - WON ftwrdw - oo or or erNTl -,Twat pump,air co 3 4� 2 9 P B M(,1.r() 17 03 11) 30-50 HP absnrp unit 1.1 75 mil BTU 22.5P - sere y ac iowF- gge a_ a-V'e'react ion, that the Boiler or camp,heat pump, atr corid. information given is correct,that I am the owner or authorfzed agent 11) > 50 HP absorp unit 1.75 mil BTU 37.50 4 of the owner,that plars submitted are in compliance with State - Air handling unit to laws, that I am registered with the Construction Contractor's Board, 12) 10,000 CFfA 4.50 that the number given is corr,cd. (If exempt from State registration, -' Ir handling urn - please give reason below.) 13) 10,000 CTM+ 7.50 --- ----- -_..- Ron p�xlabTs - --- 14) evaporate cooler _-- -uVKO JI VenTf aan cca�.----- - 15) to a singia duct 1.00 - -_ - ----- lantilation system nor-- __ - - 16) Included in appliance permit 4.50 ._--- vow- -- Rood servocby ---- - 17) mechanical exhaust 4.50 escn worTc naw�T_-a iG&iTT-ateranon - repair -CoommorciaTor-mr avT5-aT ------ -- to be done resldendal O non-residential 18) type Incinerator 30.00 xisling use of L31er i.e., - bui!ding or property_ - �- - 19) heater,solar,dothe,- dryers,etc. - 4.50 Proposed use of 20) Lias piping one to fo,..r ou'Jets 2 2.00 4 ._00 building or property _ More Than 4•per outlet Type of fuel - oil(7 natural gas® LPG Qebactric C 121) _- -- -� -- Minimum Fee$25.00 SUBTOTAL 32 .00' PERMITS BECOME VOID IF WORN.OR CONSTRUCTION - --- At)THORIZED IS NOT COMMENCED WITHIN SRO DAYS,OR 3%SURCHARGE 1 .60 I,*CONSTRUCTION OR WORK IS SUSPENDED OR ----_---__-- _ _ ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL 8 .00 AFTER WORK IS COMMENCED. -- - --- TOTAL 41 .60 Spacial Conditions -.-__ Date insund�- _ by wwacer�rr C J I Y LIP f Iii-iHD RE GE I1-1 T OF PAYMC N'l I P 1 1,4(J. a 911--e.5848 I "MI.A IN 1 41. hW NAME ROBERT URAY PARTWHS, INC (A41iH AML)IJN 1 a 106. 160 ODDRESS a 1.')0 BOX J L416 FlHYV0-.,Nl DO I V a I 1 /04/44 SWAU I V I li I UN HHF-RWt.)(-.)D, LIN 4 714th P,URVIL*.,P OF' F."HYMI~.N I AMOON) —JURVICISF. L* V*IYlY'=NT 14MOUNI 00411) e MV.(AWN IGAL. t+AMI r W-'Pt.I(A I l LIN t( a It If-1A, }NSPECTION ►iOTICE City or Tigard Building Department. 13125 BR Ball Blvd. Tigard, Oregon 97223 Irspection Line (Recc-O-Phone)/t� 639-41775 /Business Phone: 639-4171 Inspection:__.... Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk ound. Plbg. Top Out Cau Line FINAI.t Post/Ream 3truct. San. Sewer Framing -Bldg. Post/Beam Mach. Rales Drain Insulation -Plumb. Plbg. Underfloor Water Line _xech, Data Roqueeted ry ,,n� / / Timet PV Addreest �UG1 (--P l'/[- C�, ��/�/�� Permit Builder: J TFM F7..:CWIN0 CORRECTIONNS ARE REQUIR13z I nspecto�r e/� - APPROVED DISAPPROVED _ _ APPROVED SUBJECT To ABOVE ___Call For Reinep. Citi Of Tigard 0uildl09 Department ---- 1312S BW Hail Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-phone): 639-4175 Business Kane, 639-4171 Inspections_ I Rooting Plbg. Underelab NZ Rough-in Appr/Sdwlk Found. Plbg. Top C,it Gas Line RIRALt Post/8 am Struct. Ran. Sewer Framing _Bldg, Post/Beam Mach. Rain Drain Insulation -ply. Plbg. Underfloor Nater Line Gyp. Bd. -Koch. G Date Requested: cZ C)tn�/e / l Thi A]dresss ��'C� C�G'}�}1/F�[_D' �1 J Permit Builder: TBE FOLLOWING MP"CTIOMS ARIL REQUIRED: Inspector _ Dates _� ' 191-1 .APPROVED DISAPPROVRD APPROVED SUBJECT TO ABOVE cell For Reinsp. RECEIVED {J September 9, 1994 SEP 16 1994 COMMUNhY DEVELOPMENT David Scott Building Official City of Tigard 13125 S. W. Hall Blvd, Tigard, OR 97223 REGARDING: Dean Brown's Cowwercial Street Building De6r Scott: As we dimcuosed in your office, it, is appropriate and desirable to install the non-structural metal siding and fascia assembly as an integral part of the wall bracing and roof structure currently under construction. The on-metes exterior surfaces will be painted. This work does not affect or compromise the rite Review Process which had not gone beyond a Pre-App Meeting. Thank you for your assistance. Yl urs truly, I? q 6 Russell L. Leach Robert Bray Partners, Inc. RLL/mb P.O. BOX 1016 - SHERWOOD. OREGON 97140 • (503) 092-4675 IN&PBcr o N City of Tigard Bull 7f 13125 BW Ball Blvd. Ti 97223 Inspection Lire ( Phone): 639-4 Buainese Phone: 639-4171 Inspection: Footing Plbq. Underelab Me--h. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulition _plumb, Plbg. Underfloor Nater Line Cvp. Bd. -Mach. Date Requeste d : lTime: QPN Addrases (/�_ n''f/�Oj Permit f��-�J 0 Builder: TH} FOLLOWING CORRECTIONS ARE REQUIRED: 17 —/� p e Inspector: Data: APPROVED --- DIi�FPROVED APPROVED SUIIJE TO A ---Call For Reinsp. jNSP6CTION NOTICE City of Tigard Building Department 13125 SO Bali Blvd. Tigard, Oregon 97227 Inspection Line (Rac-6-Phons)e 639-4115 Business Phones 61��9-tom� __I Inspections v Tooting Plbg. Undermlab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Cas Line lINALs Poet/Baas Struct. San. Sewer Framing -Bldg. Post/Seas Koch. Rain Drain Insulation -Pluoit,. Plbq. Underfloor Naar Linea Gyp. ed. -Meeh. Date Requesteds �/ Time: AN _PM Addreass Builders TBR ROLI.OW114n CORRECTIONS ARB RSQUIRRDs � 7 `�"OUti O %a r/cam.• /a ` % _�._ ` �� i i l ispectors --_ Data�'"Y��'c�..7� APPROVED DISAPPROVED APPROVRD SURJRCr To AROVR. __--Call For Rainsp. CITY OF TIGARD _ BUILDING PE�RMI r PERMIT #. . . . . . . : BUf~ 34-011f1'1 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/08/94 13125 SW Hall Blvd.Tigard,Oregon 07223.8109 ( 4-41 1_ �--� ti F'ARCEL.: 2S 102AA--04709 SITE ADDRESS. . . : 08900 SW COMMERCIAL ST SUBDIVISION. . . . : MORINS ADDITION VACATED ZONING: CBD BLOCK. . . . , . . . . . . LOT. . . . . . . . . . . . . . RE I SSI_IE: FLOOR AREAS------- - - E X 10,I GR WALL CONSTRUCTION— CLASS OF WORK. : ALT FIRST. . . . : s>1 N: S. Es W: TYPE OF USE. . . :COM SECOND. . . : 5f PROTECT OPENING S?_____—_._...-_ TYPE OFF CONST. :5N THIRD. . . . : Sf N: S: E: Ws OCCUPANCY GRP. .-B2_' TOTAL- -------: 0 S f ROOF CONST: FIRE RET?: OCCUPANCY LOAD: P. 4SEMENT. : 5f AREA SEP. RATED: STOR. : HT. : ft GARAGE. . . : S f OCCU SEP. RATED: BSMT?: Mty.ZZ? : REQD SETBACKS--------- RE0UI RED-------_.__._--__,.._..,,__ FLOOR LOAD. . . . : psf LEFT: ft RGHT: ft FIR SPI{.L: SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRMs HNDICP ACC: BE=DRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VAL..UE. $ : 60 100 Remarks; : NEW ROOF OVER 50' x 108' BURNED OUT PORTION OF VACANT BLDG. SEISMIC UPGRADE. (Jwner..- FEEF" DEAN BROWN{ type amo+_1nt by date reept C/0 8900 SW COMMERCIAL ST PRM'T $ 313. 00 JG 07/08/94 - PLCK E 203. 45 JG 07/08/94 — TIGARD OR 972:3 5PCT $ 15,. 65 JG 07/08/94 Plione #: Contractors --____________________________ ROBERT GRAY OAPTNERS, INC. P. O. BOX 1.016 SHERWOOD OR 97140 --__—__—___—__---_—_____.___—__.----.-._. _ F fi ci n e #s 692-4675 532. 10 TOI AI._ 65424 ------ REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the r-raining Insp Tigard Municipal Code, State cf Ore. Specialty Codes and all other Final Inspection applicable laws. All work 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 spispended for more than 181 days. Permittee Signatures I ,sued By : f C&I1 for• inspection - 639-41.75 CCITY OF TIGARD OREGON Robert Gray Partners, Inc. P. O. Box 1016 Sherwood, Or 97140 ATTN: Dave Hoff The City of Tigard has approved for permit the installation of a new roof and associated structural up-grading of the fire-damaged building at 8900 SW Commercial St. , according to the design of Nicoli Engineering. We are issuing this permit for the sole purpose of removing the dangerous building classification from the building. This permit does not authorize any other site work or interior improvements to the building, nor does it authorize occupancy of the building. Issues such as disabled access, etc. , will be addressed when an application for additional work and final occupancy of the building is made. The permit is subject to the following conditions: 1. The "man"-door at the north side of the building must be replaced. 2 . Special inspection must be performed and reported to the City pursuant to the attached special inspection forms. This includes special structural observations by Nicc,li Engineering due to the, unique nature of the work. P1 ll if you have any questions. Sincerely, 4 avid Scott.AP.E. DS:sw 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 07/07/64 12:23 12303 084 7297 CITY OF TiCARD 14002/002 Plan Rwbw s co " 0 G Delb - okq C1W OF TIQMD .rrr�•••�+.•��+++•��.��ww++ OREGON. t3trrK�tu�ral BpadM lnapaottc+ts .—+,./ The owner or atdtlteot or vglnaer o(,*=d 61*11 odrttpte0a Parts SA D of five tbrm artd than retum itto tln Building Division for approval tk b leruanoe of a buildkV perrnk (P4eaee n6te that a aaparato wAo epsoW Inspeaden form may be required and addlfl W IPPCW ktapeolons ma)r be required for orntrwlor dgslgn Ileete.) PrOW Address: �"100 17rn �(C�O� (=541 Pro1W Noise: _ Ard*aot of Rowel Mmh J hG Il Lead PfWW Na 9 a ftbo r of Raoord plgrm): Phoma No: �p'o a 0 The fblowlnp Modal Ir.p.alorte end ntrucUal observadone fW be peclbnned aooarding to the Stab 9ullding Conte and the OV of Tlgwft fV,vnlortarl Code Choptnr 14.03.010 . 14.04.040 urdeea a sahsduln of hspee2lene Is arbmltted by the&Vine, of PA d wW apprrwed by to BuUng Olvieion. A. neirdbroed C vete ❑ Preere esorr Concrete SKODxal 9" 0 Shiatural Masonry,tm . Viler ❑ R"p"°u"n0 is. IndloaM the ep"M1 k ocilor or approved tasting agency to perform the @pedal inspections noted in Pari A above, Incltft q addreeaea and phony numbers. Submit namee, qualf entlone and cervicadorw of die speclal Inepecbrs assigned to fir praje& The apodal D Vector or Inspectlon agency shell su"a Anal signed report to ft Bullding Olvtetan Matirq 1fis3 all nenM raqutnrlA��trtrpeotlort end taagng tiers tulfnMed and niportad arid,b ttwr I,wt of hWher We NMdge, In awdurnanoe trlM Ota �4 proved daelp dmvArpe, epealfiallone, OWMV$d dwtge orlon " IN .."''pii able ww1unwedt10 provisions of the U.M.O.(i6 U.D.C.764 for nolle opecW Impecdon Anal report roquirrememe). owns not toe, r:treeohred Marne or any dharepandes In Vapecdon coverage pea., mused hWecldorw parlod e k atrart ow*mou vine requlrvid,Nc.)*heti be apaaMaally Remized In tltis,port. C. X alruclural Bib owerveon by Engineer Record D. Mw owner hereby agrees In amploy the"Al InWoclor.VW!0V mtng agency*Wor englnear f w the above-nosed spsabl Inspeo4ontr arW r strtxUal obser/vatlon. Li&"A dg 626 .acre of ct*VW - - rrk►t Phone No---w - 41(o-7S.�.._ Dad 3f►u er T MEL" 13126 SW Hall 9Hd. hoard. OR 97223 (603) 639-Al71 TDD (6133) 684-2772 -_-- -- -- -- CITY OF TICORD RECEIPT Or PAYMENT RECEIPT NO. CHECK AMMJNT a XP6. "1 0 NAME a ROBERT GRAY PAR IM".RS CASH AMOUNT a 0. 00 PAYMENT DATE a 07o'06/94 4L)OVIVISIUN PURPOSE UV PAYMENT AMIJUN't PA 10 PURP(0+- OF P64YMENT omom"r RUILDING PERM 43130. um ST. HIJILD PER PLAN CHECK F(-.' 9 M15 M900 BW COMMERCIAL. Sr 701VIL AMO INT PAID 326. 70 Commercial Building Permit application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: cZs `� U h` ��7✓Y � Tenant: yAc.AN T Suite 0 oNfic, Use Ong Ptan,*/Rec # -�-. Valuation: "O&Q, 0va 1 �r Perrnh # Owner: MaFk & TL# Address: ARPMyals R uired `�_.— -- Planning--- Phone: Engineering Other CoMmWor: 0 PA 2-r N E2S Address: Type of coast: _ Occupancy class: Phone: l�Z - g�7i7 - Sprinklered? Yes No Contractor's License #t (attach copy of current Oregon license) Sq_ ft. of project: Contact nar►re & phone: /5i-2> —'.c r/\' Story(1st, 2nd, etc.) _ Proposed use: --` ArchltecdEnglneer: Addr(iss: PPrevious use: O . 13 0� SV7 S f- Note: Plumbing & mechanical plans AQ.O , D JZ 72 / must be submitted at time of Phone: 20 building permit application. f,ZE} - ��:• .lOS nESCRIPTI(?fV: Applicant Signature & Phone number Received by: Date Receivers: Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Pe mit (BUILD) Plumt;. Permit (PLUMP/ _ Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: Sewe, Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) _ Storm Drainage Chg (SDSDC) Residential TIF (TIF-H) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-I) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WOUAL) Water Quantity (WOI)ANT) Fire District (FIRE) _ 1 Erosion GrOA Permit (ERPRMT) Eroslor 0Ianck11JSA (ERPIAN) — Erosion Planck/COT (EROSN) TOTALS: :1rri"d it CAVY 1 Y OF" .r 1 lyARI) RVC'V T P'T O) P(AYMF N T` RF.C:F E C-11' NO. I:NE;iC wMUUM l' 1 . 205. kd NWIE' N l 001-1 P.NG t iNEF R 1 NG I.:AFM AMC.N.IN r 7 0. 00 wl�r►r+F:t � 1 Wf1Yh1F'N7' VArr f 06/03/94 SUDDzVI!-;I(IN i PI I ItF OSIS CFF" PAYMF:N T AMOUN'1 GA I 0 PURPOSE OF PAY MEA r 6.1M1`1UN 1 VIA I 1) voIANT BURNED OLIT• RUII.01NN ON C' MIAF:kf.,1M. 1 I 1 I Al... AMOUNT P141 1) i 'i, 40 (NINO PEES Izi TEZ/A.. .?O MPH - EW P. - 6LDe-� N"r C z, (16-+) /,U ( . &-1) I, = 1403 �pSF SE IsmIc, peSlgr., c,aI-rI!fLrP\ Z.ohr t?j ILw (e>2Ar E0 f eAm E) V- e3o(I• 0) 2.-7g 013-151.1 G J�,Lo r-k I,vA l tea - 5 Z Fs F 2vUF= Fi2AM/Ny s i 5 /'SF VE-r�R M N E -r-o-rAL L_ATE IZ^j_ p=0 Rc i,-;, o�,/ S-r 2 vc-m4t E �o lob- 0 Pj� FACE 0 l Ss1Sm Ic, - 108 f~Ac.L - 105 / 50(. 13'75)14 a`�p11,1 ,50( 10t) //¢( 1375) ` 1* ON1 5 o So v� I S ��►r>l-�r� coN-r2ol.s � + ( ,1375 PROJECT lel bWr� � , l DATE JOB nl)i�li<I C,ee N0. -— PREPARED BY _ PAGE NO. / OF �R►,� G :, !2a �v � V4012-M. M gr-t 6M p95/4P AxI AL Ir OAK) LCAMjTN - �cj 011 1150 t�0 1 ?Zo/vf& v� Imo• MEET 2E(�vIK MEM" of., j } = 6450-7 ! ' 14 , J 2(12 .10) 3o2, ks I ' F-evII,EO FKO-,MC- OOe5 Nor NAV j UN5uPPol2TsD HE�-tF3E2 . 011,13 d,11 I + ' , � ' � ii � � j MES ►i.N�G PROJECT �- --' --- _—` e 5�• _ PREPARED BY DATE ,� . 9� JOR N0. ` PAGE N0. .2. OF 1 1�I AC-1 b W Al.. p 2+C.E p ss I c11-J If it // 8 X 8 x 1/„' T�. Fy = 46 A1 ,XIAL. LoAV � I f � i I liil C-H EC K 2710 Z - Q Y' 2. S3 312 AM r -7 Z% /0& . 2 o v MFw—r TNF gwU ltzr- rr 4TW" C,H E C K 5-710 /QS = 13 F CG 2-'1T L 211 000 615 4�v 64) .t,81-1 (14 10 _ % Kcl �`�Nit1154t yll G� MFsS.0% PROJECT PREPARED BY tj 11DATE JOB N0. PAGE NO,.3 OF �iO�OF D/APN IZA,C�M 0C's1C�n) S H'EA(L AT A5 0� W ALS SHE/,,Q, AT 105 ',t/ALL = l /47� IFT I U 5 /�j" C-ox P`•YLvv otow/ .'. VA/W1 ^T G� d I Ar AFC161 E!4 ANO IS" a. t., ;AT e)ESO, l , I . , A7 E90 wALL'.. CAS5. F tLOCXVO VIAPMQAc-,�r1 CAPS TY = Z'?0'0/P-r `I UN8(.0C.L*o oltI PHQ*,(-i 17 aoeA,,-.,1 T`r = f 8d 'Y►1�.1. { � � � I l AT 15r►0wA�L5 �c•c�cK Fi23t /3 r'7ZoM EAct�-,� ENO I 541 Z3fl IH r ` .,. I f AT S/DEwALL3 c. ii�Tg CAPACITY OP- 1l3LOCC. )APN�2AGM • Z'/V 'r�f*T. yff R. I { fil � � l 4 � l , i • I ' I PROJECT n II PREPARED BY DATE JOB NO. PAGE N0. y OF 1 a IL N Qj fe 94 o Q�� 1 NtGo�. NICOLI ENGINEERING brown *** INITIALIZING DATA*** Job Description: Frame Description: brown Structure Parameters Analysis Options Memmbers . . . . . . . . . . . Yinear El�stic Analysis oints . . . . . . . . . . , mperiall nits pprings ilctigqn . . . . . . . . . LLLaterCCia�s . . . . . . . . . 22 vadd Comoi$$nationi - . 2 User Name: NICOLI ENGINEERING P-FRAOE I ;_06 _ Copyright .1982 ww1991 Solite Smices Ltd . 25 West l2th Aver�� a gvita 2 ancQuv(egrp )B.7C. 37V6� 202 oonde! 6Q4 732�0d6Bg3 fftt 7 ..Mk ali�itassumes rre�qq r !�pqnsib1lity for the a cuur QQyy y ppTicaoility of the results of P-MAE . P-FRAME Input Data Str N 04 29 Jun 94 4 :86 pm Page 1 4,, 5� ortar, MFS R.N1G NICOLI ENGINEERING brown *** JOINT DATA *** 4of t - c ord. - c ord. X - D• rw• Y - ��► re• Z - D• re• lumger f feet4 Tfeetg of Fr'Wom of Fru1dom of Fre8dom 159 Note: Degree of Freedom: 0=restrained 1-free J=coupled to Joint ',J ' ---------------------------------------------------------------------------------- *** SECTION PROPERTY DATA *** Rec X-sec iior� 1 oom Inertia hsaa Area • it on Mod lastiic Mqmmwrt]]t o. Areainz� ind) �inZ� in3� �apacity (K-ft) ec. Fa e aStabpse a. ame Not s : on-zero Gros1�::r ct�onal A ea and Moment of Ingrtja are mandatory. il �or non-zero rea, a ea stra a are ca c ate gr non-zero ar ACQa an� Sdear Mo us waec• ;i ar,o Je f lections due to ear are inc �F.d ( linear wl s i ar,� ysIs o11 rnon-z$jo antic Sectlpn a uIsus SSS) , styeloesarer�alculay dsn-zero ant c Moment Ca r;; < < mandator plant c anal MM h *** ^MATERIAL tt_PROPERTY-DATA. *** 11 Num�iral Y�ar�gmod 70 1rmod F921 AI 990 1 .E-3) FYksisld 1 (290001 0 ) 0 0 36 P-FRAME Input Data 29 Jun g4Str4Ng, 0m Page 2 .Gov't {� NICOLI ENGINEERING ' brown Not brown Modul (Youilu '� Modulu is andatory. 2 . Qr non-zero h�ar M us ad t1h ear eaaecn ary deflections due to kar are inc u ed near tic nail sis n� 3 . Avon-ze�o dens ty i3rf uirea 11 sel -w� �t �s �cified and member weight is ta gpns der 0Q Rjneaar a st +cp an astic anafys s) . 4 . zel7hhermal C e ci nt o x ansion is requiredIorthermal loads . �Tn-o:ro iner e stis an p st c na1ys ) .5 . on-zro Y1eld gtr9sa s man�atory for plastic analysis . ------------------------------------------------------------------------------------ *** M17MBER CONNECTIVITYDATA *** pemger lojgor grTater Rea ion pat�erial go�e�ype En�aType Me � �gth um er o nt o nt tm er um or n )) . 6271 . 6011 Not�!s : 11 Plt,b End T pe 1=fixed (ri id onnec ton 0= inneg (pinned connection) . 2 . Attr��uto Ty a indicates thgt tie mem�er Aa9 �een deleted . P-FRAME Input Data Str N 04 29 Jun 94 4 :gb pm, Page 3 rtl �F N 4MES R. N�G� NICOLI ENGINEERING brown *** LOAD INITIALIZING DATA *** load # loaded # sup ort >< landed jesaribe case a nts iettlamnts mom ers oa case 1 8 8 1 -------------------------------------------------------------------------------------- *** MEMBER LOAD DATA *** oradas• • r 1 r i ted 1 oad i Th No� No. slop ._... / .:h.r� z t perp �g�tlparD�1 K%ftn�ua�r Changel (F) 1 6 0 0 �� 0 . 792 0 0 Of-at-d- elnbriL, i s r i ted 1 �� +1�- L UDL L al UD Tr en u1i1r Thermal o. No. K/ft . lope K/fhor z k t perp Kgs` par�l K/ t O (�J Chanp• (F) 1 6 0 0 0 -. 792 0 0 N t s : A3 10 Fully ist ib ted o dd nd Point Loads : tOil d UBL, �roy cte �D� a PoiO LLds rqqt in the 1 Qbal co rdig:t a tem. ocrPeroope icular, LLocal Paral el . 47atng'[] ar• Lgads act 1n the �oc � - Mang u�arEje searXs0•at the lower Joint with the magnitude specified at 8) ForRtia elo8d nr,® : slot o a X ro cte 2 = 01 bal Y r actted d, 3 = Global X 1a ral ld 8 oga Y groj ct qtl5i,n d, 5 2 Loca� y Per �i�, 6 = �ocal x tangential la -----------------------•---------------------------------------------------------- *** LOAD COMBIN T ON DAT *** �Omg ha;: fact a:: act �a;: pact gage fact ha:: act haa0 pact 3 P-FRAME Input Data 29 Jun 94Str4'86 pm Page 4 +01 " t N111 0 R20ON v Y17,� MMES R.N�G� NICOLI ENGINEERING brown *** ANALYSIS HI STORY *** tructure De re s f Fr edom tructure Ha -�answiiddtm tructure Stiffness Element� � : . . . : : : : : : . . . : : . : l Member with maximum half-bandwidth . . . .. . . . . . . . . . 3 Number of Support Joints and Springs . . . . . . . . . . . 2 ----------------------------------------------------------------------------------- *** SUPPORT REACTIONS *** �oad C Revu Its L _ * C WIN Case X cicpsion Ylticslon ZIntion I 1 (k 8:8))88 (` 13 :434 (( 8:8?88 6 1 -11 :888 -]3 :oil 8:088 Load C na n s lts a X- c�ee ct on Y- aof on Z-R a t on AN er omination �k�ps� ��C1ps� ( - t� 8: 888 q -8 : 3 8:888 6 88 : 848 - : 3 8: 888 Not s : 1 os t ve I.-ruction: act 1nthepositjve ]oba] direoton .os t vo -rct onac.t n thePo� twieo arect on .ositive -reactons act counter•-c ockw s . *** JOINT DISPLACEMENTS *** Load Qago Re u 1 t � d X-O�sgl . Y-D sg1 . 49ta*ion um or ase (( n) p (( n ,rad 3 8:88880 8 : 88888 :88888 2 AM]8888] -: 88888 -: 88888 P-FRAME Linear Elastic analysis results Str N 04 29 Jun 94 4 :86 pm Page 5 � Q PICU d1t1�C�O11 v vGLYiI,� 94fF.S NIC©LI ENGINEERING brown ,Load---�age Raoul X11951 . -Q snpl . Rgtion um •r ase r 3 —:83883 AM; —:88838 4 —:88818 8: 88888 —:88833 5 —:81338 8:88888 : 8888 e 8:88888 8: 88888 —:88883 Load gu- wipati n •sults � X- iis 1 . Y- 11s 1 . RVon um •r �Com ination �ing �ing �rad� 8 :88888 8:88888 :88911 2 —. 11831 —:83888 :88831 3 a —: 388$3 —ARM :88881 4 --: X888 1 8:88888 —:88833 s —: 13838 8 :88888 : 88883 8: 88888 6 8: 88888 8: 88088 —: 88893 Not s : os ments ars in qhspoVU vegloga1 gjrect$on .ositiv: tv �--Mploce pacements are in t s povs {� o e rect on . t ve acements are counter-cwis ----------------------------------------------------------- --------------------- *** MEMBER FORCES- *** MM Room FOU asss ps�LJ Shzc p@ LJ (K-4t�J Axi�Cip��GJ Shm pf GJ (K-ftQJ 1 1 -17 .424 (( 0 . 000 T0 . 000 (( 17 . 424 (( 0 . 000 0. 0100 P-FRAME Linear Elastic analysis results Str No. 14 29 Jun 94 4 : 00 prn Page 6 ti`�M11 ol�cool� � vUlvlt,� w �MF8 H.NSC' NICOLI ENGINEERING Mbrown M Load as• C p=)LJ 9h7�Cip!)LJ ?K-�t�J axj�Cp�)OJ 3h�l�Cip�)OJ �K-ft�iJ 2 17 .424 0. 000 0. 000 -17 .424 ( 0 . 000 0. 000 2 1 : 8:888 8:888 -]�:M 8:888 8:888 3 4 -31 :888 8: 888 8:888 -31 : 888 8:888 8:888 6 1 -11 :888 8:888 8:888 8: 888 8:888 8:888 7 1 8: 8,08 8:888 8:888 8:888 8: 888 8:888 ° 4 8:888 8:888 8:888 8:888 8: 888 8 :888 Load ina nO„Refu],� �+r 0 L,l M o J Ax e�1 0 OJ 9h r • 0./ J Na. om ps) kips) �K-ft�f kips) =klps) �K-ft4 1 1 -1H33 8:888 8:888 - H43 8:888 8:888 2 1 -1H;3 8:888 8:888 A B 8:8H 8:888 3 1 -8H88 8:888 8: 888 8H88 8: 8V 8:888 6 4 -88 :818 8:888 8:888 8:888 8:888 8:888 7 1 8 :888 8 : 888 8 : 888 8 :888 8: 888 8:888 8 1 8:888 8: 888 8:888 8:888 8:888 8 :888 Not 1108*os t ve a�Ciel orces act �n tie os t ve �o�ca� �m•mg•r2 x jjr•ctjon . ppos t v• • r orces act n t4 os t v� ca mem art y rect on . i.: Pos t ve •n�ing moments act coup er-c ockw se. P-FRAME Linear Elastic anelysis results 29 Jun 9astr4NOb pm Page 7 0 Golf NICOLI ENGINEERING brown *** .MEMBER STREM;�,*** � t Axi 1 ghe Bgnding Top Normal Bot Normal LoNo.1� o.s (psl) (ps�) (psi ) (psi ) (Psi ) 1 1 T,1111 2T,1$$ 2 1 - 2 6 1 1 , 8388. 1 ,83 1 ,83 . 2 -1 , 838: : -1 , 83 -1 ,83$$ 2 : Q 8 2 ' o gg gg gg gg l.o �C� n�jr�st Dais_u Lt p� �"•g xi ]] gh•er B nd11n To Normal got Normal o. om o. ps�) (psi) �psi)g Pepsi) psi) 1 1 2 2All _ P-FRAME Linear Elastic analysis results 29 Jun 94Str4Ng, pm Page 8 pIN N11 5� OR N Y 17, 10�� NICOLI ENGINEERING brown Load Co at o Result � --- II� '"" xi $he C 8 nd ng Top No►• al Bot Nor al No. om o. (pal tps�) �ps ) (psl� (psi 6 8, 335.4 O . e 8, 335 .4 8, 335 .4 6 1 5,49J.15,49j:1 5,49 . 2 -5,49 -5,49 -5,49 7 8 1 0. 0 . Not1�4al strews iis posi1tiive for tentQn.e r stress ie po itive for postive sh r . endin� stresn is or tqq of mem�er. �ent' ng strefis is pos�t�v� or twn��on. op No mal stress Ax a + 8en ng. ottom Norma str�ss9 x a Hen ng. P-FRAME Linear Elastic analysis results Str Npp 04 29 Jun 94 4 :Ob pm Page 9 P • �+Ni s ON00x 1 4f S R. N��'� November 19,1993 CITY OF TIGARD OREGON Mr. Dean Brown 9925 SW Commerce Circle Wilsonville, OR 97070 Dear Mr. Brown: This letter is to confirm our recent conversations regarding the vacant building located at 8900 SW Commercial St. in Tigard, OR. You were informed that the City would require that you immediately abate the weeds, trash and debris; clean-up and board the broken windows and secure the open end of the building by use of a chain- link fence or other means. You indicated that the clean-up would be complete by 11/23/93 and the boarding and securing early the next week. 'Phis schedule is acceptable to the City. The letter from Russell Leach, dated September 27, 1993, lays out a schedule for completing structural repairs to the building. This schedule is acceptable in concept. As we discussed, Russell, Jim Nicoli and rnyself will meet next week to discuss the structural aspect of the repairs. Your quick response to our concerns is appreciated. I look fo,-ward to as timely a repair as practical, as I'm sure you do. If you have any questions or concerns, please call me. Sincerely, David Scott, P.E. Building Official c: Russell beach da/commat.bld 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ---- —— 1 I ' I P• September 27, 1993 Q Mr. David Scott, P. E. Building Official City of Tigard 13125 S. W. Hall Blvd. Tigard, OR 97223 REGARDING: Brown Property - 9900 S.N. Cowwerciat St. Dear David: As a result of our meeting on Wednesday, September 22nd. , it in our understanding that a mutually satisfactory solution can be reached. The items discussed were as follows: J1. The value of fire damage compared to the value of the building es not exceed the percentage that would require full compliance with current zoning and building codes. "12. It is desirable to both parties to repair the burned out portion of the roos and damaged CMU and framed walls so that the structural int.�grity of the building is restored and security from unauthorized access in accomplished. 3. A building permit for "necessary" repairs can be obtained without processing zoning and planning issues at this time. No occupancy is requested or would be allowed. No T. I. F. , USA water quality treatment or fees other than basic building permit would be required. 4. The repairs in part would be consistent with the owners exterior remodel objective shown in drawings 1 thru 6 including the removal of appendages on each side of the damaged portion of the building. 5. Structural design and calculations will be prepared by Jim Nicoli (Nicoli Engineering), Structural investigation will be performed by Carlson Testing, as deemed necessary by Jim Nicoli. 6. A tentative schedule for investigation, structural design, plancheck, and construction is to be submitted to you. PO. BOX 1016 • SHERWOOL), OREGON 97140 • (503) 692-4i 75 Page 2 Tentative Sche ule A. Inves-`.igation (Carlson) 2 weeks B. Engineering (Niccli ) 5 Meeks C. Cost Breakdown (RGPI) 2 weeks D. Plancheck (Tigard) 2 weeks E. Construction MGM 8 weeks Total Approximately 20 weeks We will start this process upon your concurrence and direction to proceed. Yours truly. r4")L� Le 42cm� Russell L. Leach Robert Gray Partners. Inc. RLL/mb cc: Dean Brown Jim Hicoli September 10, 1993 CITY OF TIGARD Russell L. Leach OREGON Robert Gray Partners, Inc. PO Box 1016 Sherwood, OR 971.40 Dear Mr. Leach, Thank you for your response to my letter to Mr. Brown concerning the fire damaged building located at 8900 SW Commercial St . , Tigard. Your recommendations regarding what action to take all sound good. A permit could be issued to fully repair or re-build the building, provided all planning issues in the Development Code are complied with. Any deviation from the Development Code would require the approval of the Planning Division. Another option would b% to secure the building/property from unauthorized entry, provided the building is sufficiently braced. If Mr. Brown decides to choose this op�ion, I will require the following: 1 . A copy of the structural analysis done by Nicoli Engineering and a copy of any forensic testing done by Carlson Testing, Inc. , which substantiate the bracing currently in place (I have not seen, nor do we have a record of this . Also I am hesitant to use the recent moderate earthquake as a "load test" to establish t:ie integrity of the existing walls . ) . 2 . Further securing of the building from unauthorized entry. At any time the building is to have a new roof installed, I will require a complete forensic analysis to determine that the construction of the existing masonry walls, and the roof system and its supporting elements (new and existing walls, columns, etc. ) complies with the current State Structural Specialty Code. I and a member of the planning staff would be glad to meet with you to discuss the first option. Since the City needs to have this situation remedied very soon, I will expect to hear from you within the next 2 weeks . Again, thank you for your timely attention to this matter. . Sincerely, Q L_ kOiv G j l.�` e, David Scott P.E. Building Official 9 c: Mt . D,-an Brown 13125 SW Hall f3lvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ---- — ----- August 24, 1993 Mr. David Scott Building Department City of Tigard 13125 S. W. Hall Blvd. Tigard, OR 97223 RE: Brown Property - 8900 S. W. Commercial St. Dear Mr. Scott: I am responding to your request of Dean Brown to update our progress or in this case lack of progress, in repairing fire damage and renovating the property as outlined in our drawings prepared in 1992. As you know we had a pre-application conference on Oetob,,r 17, 1991. Following that meeting we prepared the above mentioned plane, in preparation for a design review application. As a result of Mr. Brown's Level 1 survey for hazardous materials, further testing was required by the DELI. Because of the long test & report timetable of the DEB. Mr. Brown had Robert Gray Partners, Inc. remove the fire damaged portioi. of the building b withheld the design review application. The building department subsequently questioned the stability of the cement masonry unit wall on Commercial Street. As a result Mr. Brown employed Carlson Testing, Itic. and Nicoli Engineering to analyze and recommend a reasonable temporary shoring solution. As a result (3) braces were installed. The wall and bracing were subjected to lateral forces of a 5. 4 intensity earthquake without damage or failure. It is reasonable to conclude that the shoring is sound. It is my understanding that in spite of the circumstances causing delay and in spite of the proven stability of the braced wall - the City would like to indu=e some progress toward full structt:.ral integrity. Dean Brown 6 I are very anxious to trnneform this eyesore into a thriving good looking business property. P.O. BOX 1016 • SHERWOOD, OREGON 97140 • (503) 692-4675 It is my recommendation to Dean Brown and tc the City that the following action take place: 1. Engineering for wall reinforcement, roof framing (burnt. out portion ) & lateral forces talcs. be prepared by Nicoli Engineering. 2. City of Tigard issues a Building Permit for (structural ) fire damage repair only. Occupancy Permit would not be requested or granted. 3. Immediate construction consisting of : a. koof _framing b. Roof DiaphrAgm C. Roofing (weather protected) d. Repair & reinforcing of cement masonry unit wall on North and West sides. e. Weather enclosed skin @ East si.He. 4. When DEG testing, reports & recommev,dctions are complete then the devign revi.-w/building permit. Application process will be ie-started. Please understand that Mr. Brown does riot have a financiable project until the DEG completes its work. Any improvements mad- at this time are out of his working capital limitations•. It .is my opinion that the action proposed is a worthwhile step, in the interest of all parties. Please advise. Yours truly, (-�� e, Russell L. Leach Architect August 3, 1993 CITY OF TIGARD OREGON Mr. Dean Brown 9925 SW Commerce Circle Wilsonville, OR. 97070 Dean Mr. Brown, I am writing with respect to the damaged building located at 8900 SW Ccromarcia.l St. in Tigard, OR. County records list you as the owner of the property, and as you are aware, the building has been fire damaged and vacant for over two years. The building continL�s to be a dangerous building as defined by Tigard Municipal Code, Section 14.16.020 (2) (c) , (k), and (p) . Demolition, partial demolition, more adequate shoring and stabilization, or other steps must be taken to abate this dangerous condition. Since I am the new Building Official for the City of Tigard and have not been a party to any previous dealings you may have had regarding this problem, I am requesting that you contact me immodiately regarding your plans to abate this danger. I am available to discuss the options with you and arrive at a reasonable schedule for correcting this hazardous condition. If I do not hear from you within 30 days from the date of this letter, I will have to proceed with necess-&T steps to have this danger abated. I am sure that with your timely response, we can effect a workable solution to the problem. I look forward to your reply. Sincerely, X, avid Scott, P.E. Building Official PAXe 503-684-7297 13125 SW Hall Blvd„ Tigard, OR 97223 (503) u39-4171 TDD (503) 684-2772 �! From: FINANCE/RD Subject: Burned out building on Commercietl Street Tot DAVID X-Toe david Date: 27 May 93 16:14e36 ----- Forwarded Message Follows ------- From: FINANCR/JIM Subjects Burned out building on Commercial Street Tot RD X-To: RD Date: 27 Apr 93 09:34t46 This structure has been checked several times, including an inspection by Brad and i last year following a request by Brad to the owners to remove some of thy+ fire damaged structural members. The remaining portions of the building appear to be structurally safe to exterior exposures. As lung as the building is not occupied, no apparent hazard exists. The Building code as adopted in Title 14, TMC, does not apply to existing buildings. Title 14, Chapter 14.16, Abatement of Dangerous Buildings, may contain the only language which may be usable in this instance. Section (2) (R) of the Chapter states "Whenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become !i) an attractive nuisance to children; (ii) a harbor for vagrants, criminals or immoral persons; or an to (iii) enable persons to resort thereto for the purpose of committing unlawful or immoral acts;". We might, under this section and other sections, be able to declare that the building must be repaired or removed. That process would have to start with a Civil Infraction notice. The procedure for the action is stated in section 14.16.070. Section (2) (L) may also apply, but would no doubt entail considerable legal action. George and I have dot,:rmined, after considerable review, that the most we can do is require the building be secured against entry and be posted as unsafe to occupy In accordance with Section 14.16.050. Such action would at lerst inform the building owners that a serious problem exists, and may motivs'ce them to take more positive action. Situations such an this are always a t,.ig problem, especially when an estate is the owner. David. ..sometime when yiu get settled, let's talk about this building. Right now it is wide open. I'd like to figure out how to at least get it sealed up, or better yet, torn down. May have to use the city nuisance codes instead of the building codes. Thanks. -41 a-b k 14.16.010--14.16.020 1, verify design assumptions and then to take appropriate action to provide for public safety, is the EOR. E. Duties and responsibilities . The general inspection report procedures of these administrative rules, are also required of the EOR. At the conclusion of the work the EOR shall submit a letter indicating that the work was observed to have been performed in general compliance with the ap- proved permit documents and design assumptions. The specific scope of the site observations are outlined in the permit documents as required by the city and are re- viewed at the preconstruction conferences. Monitoring of construction does not necessarily have to be "continuous" but should be performed on a regular basis so that close interac- tion and coordination exists between the EOR, the contractor, the inspection/testing agency (where applicable) and the city. The city q city may reuire the EOR to submit a proposal for the anticipated frequency of observations . The EOR shall monitor the inspection/testing agency's special inspections . This should not be construed to relieve the inspection/testing agency of its obligations according to Title 24, but is intended to assist the city in the monitor- ing of the quality control provisions for the project. The EOR and special inspector should meet on a regular basis to review the progress of the work and the quality con- trol provisions of the project and to discuss the pending inspections. The EOR should be available, as required, for prof-ssional consultation. The EOR shall review and evaluate the special inspector's inspection and thbir test reports. In cases of unfavorable reports, the EOR should initiate prompt action with appropriate parties' to seek their resolu- tion. (Ord. 93-04 §10, 1993 ; Ord. 90-11 Sl (part) , 1990) . Chapter 14 .16 ABATEMENT OF DANGEROUS BUILDINGS Sections : 14 . 16 .010 Title. 14 . 16 . 020 Definitions . 14 . 16.030 Responsibility. 14 . 16 . 040 Statement of actions required. 14 .16.050 Notice of unsafe occxipancy. 14 . 16 .060 Violation--Civil infraction. 14 . 16 .070 Violation--Abatement--Penalty. 14 . 16 . 010 Title. This chapter shall be known and may be cite as the "abatement of dangerous buildings ordinance. " (Ord. 86-53 §5 (Exhibit D §1) , 1986) 14 .16 . 020 Definitions . For purposes of this chapter, ( the following mean: 175-5 (Tigard 4/15/93) 14.16.020 i, (1) Building Official. "Building official" means the city employee designated to enforce the building code. (2) Dangerous Building. A "dangerous building or structure" is one which has any or all of the following conditions or defects provided that the condition or defect exists to the extent that the life, health, property or safety of the public or the occupants of the building are endangered: (A) Whenever any door, aisle, passageway, stairway or other means of exit is not of sufficient width or size, or is not so arranged as to provide safe and adequate means of exit in case of fire or panic; (B) Whenever the stress i:1 any materials, member or portion thereof, due to all dead and live loads, is more than one and one-half times the working stress or stresses allowed in the State Building Code for new buildinya of similar structure, purpose or location; (C) Whenever arty portion thereof has been damaged by fire, earthquake, wind, flood, or by any other cause, to Duch an extent that the structural strength or stability !reof is materially less than it was before such catas- trophe and is less than the minimum requirements of the building code ordinance (Chapter 1.4.04 of this code) for new buildings of similar structure, purpose or location; (D) Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dis- lodged, or to collapse and thereby injure persons or damage property; (E) Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior there- of is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one-half of that specified in the building code ordinance (Chapter 14 .04 of this code) , for new buildings of similar structure, purpose or location without exceeding the working stresses permitted in the building code ordinance for such buildings; (F) Whenever any portion thereof has cra •ked, buckled or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction; (G) Whenever the building or structure, or any portion thereof, because of (i) dilapidation, deterioration, or decay; (ii) faulty construction; (iii) the removal, move- ment or instability of any portion of the ground necessary for the purpose of supporting such building; (iv) the deterioration, decay or inadequacy of its founda- tion; or (v) any other cause, is likely to partially or com- pletely collapse; t 176 (Tigard 11/15/86) 14.16.020 (H) Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for the purpose for which it is being used; (I) Whenever the exterior walls or other vertical structural members list, lean or buckle to such an extent that a plumb line passing through the center of grav ty does not fall inside the middle one-third of the base; (J) Whenever the building or structure, exclusive of the foundation, shows thirty-three percent or more damage or deterioration of its supporting member or members, or fifty percent damage or deterioration of its nonsupporting members, enclosing or outside aaylu or coverings; (K) Whenever the build4ag or structure has been so damaged by fire, wind, earthqu;ke or flood, or has become so dilapidated or deteriorated as to become (i) an attractive nuisance to children; (ii) a harbor for vagrants, criminals or immoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing unlawful or immoral acts; (L) Whenever any building or structure has been constructed, exists or is maintained in violation of any specific requirement or prohibition applicable to such building or structure provided by the building regulations of this city, as specified in the building code ordinance (Chapter 14 .04 of this code) , or of any law or ordinance of this state or city relating to the condition, location, or structure of buildings; (M) Whenever any building or structure which, whether or not erected in accordance with all applicable law_ and ordinances, has in any nonsupporting part, member or portion, less than fifty percent, or in any supporting part, member or portion less than sixty-six percent of the (i) strength, (ii) fire-resis:..ing qualities or character- istics, or (iii) weather-r-sisting qualities or ^haracter- istics required by law in the case of a newly constructed building of like area, height and occupancy in the same .location; (N) Whenever a building or structure, used or in- tended to be used for dwelling purposes, because of inade- quate maintenance, dilapidated condition, decay, damage, faulty construction or arrangement, inadequate light, air or san;.tation facilities, or otherwise, is determined by the building official to be unsanitary, unfit for human habit- ation or in such a condition that is likely to cause sick- ness or disease; (0) Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exits, lack of sufficient fire-resistive con- struction, faulty electric wiring, gas connections or heat- ing apparatus, or other cause, is determined by the fire marshal to be a fire hazard; 177 (Tigard 11/15/86; 14. 16.030--14. 16.040 (P) Whene-✓er any portion of a building or structure 1 remains on a site after the demolition or destruction of the building or structure or whe Iver any building or structure is abandoned for a period in excess of six months so as to constitute such building or portion thereof an attractive nuisance or hazard to the public; (Q) A building or structure that, for the want of proper repairs, or by reason of age and dilapidated condi- tion, by reason of poorly installed electrical wiring or equipment, defective chimney, defective gas connection, de- fective heating apparatus, or for any other cause or reason, is especially liable to cause a fire; (R) A building or structure containing combustible or explosive material, rubbish, rags, waste, oils, gasoline or flammable substance of any kind, especially liable to cause a fire or danger to the safety of she building, prem- ises, or to human life. (3) Fire Marshal. "Fire marshal" means the chief of the fire district designated to administer the Uniform Fire Code in the area where the dangerous building is located. (4) Owner. "Owner" means record holder of legal title or where real property is being purchased through a lender or by a recorded land sale contract, the purchaser who holds equitable title. (Ord. 86-53 S5 (Exhibit D 52) , 1986) 14. 16.030 Responsibility. For the purposes of this chapter, the owner shall be the "person responsible" for purposes of enforcement. (Ord. 86-53 S5 (Exhibit D S4) , 1986) f14 16.040 Statement of actions required. (a) In sit- uations where there are both a legal title holder and an equitable title holder, a copy of the notice shall be mailed by certified mail, return receipt requested, to the legal l title holder. (b) A statement of the action required to cure or remedy the condition shall include the following: (1) If the building official has determined that the building or structure must be repaired, the order shall require that all required permits be secured and the work physically commenced within such time from the date of the order and completed within such time as the building offi- cial shall determine is reasonable under all of the circum- stances. (2) If the building official has d%.termined that the building or structure must be vacated, the order shall require that the building or structure shall, be vacated within a time certain froo the date of the order as deter- mined by the building official to be reasonable . (3) If the building official has determined that (a) the building or structure is vacant, (b) that building 178 (Tigard 7;15/87) 14. 16.050 or struo+-ure is structurally sound and does not present a fire hazard, and (c) the building or structure has presented or is likely to present a danger to individuals who may en- ter the building or structure even though they are unauthor- ized to do so, the order shall require that the building or structure be secured against unauthorized entry by means which may include but are not limited to the boarding up of doors and windows. (4) If, after a building or structure is secured pursuant to Section 14.16.040 (b) (3) , the building official determines that such security measures are rendered inef- fective by repeated vandalism or otherwise, and if the building official has thereby determined that the building or structure must be demolished, the order shall be in ac- cordnace with Sections 14. 16.040 (b) (5) and 14. 16.040 (b) (6) . (5) If the building official has determined that the building or structure must be demolished, the order shall require that the building be vacated within such time as the building official shall determine is reasonable from the date of the order; that all required permits be secured from the date of the order, and that the demolition be com- pleted within such time as the building official shall de- termine is reasonable. (6) Statements advising that if any required repair or demolition work (without vacation also being required) is not commenced within the time specified, the building offi- cial will :order the building vacated and posted to prevent further occupancy until the work is completed, and may pro- ceed to cause the work to be done and charge the costs there- of aVAinst the property or its owners. (Ord. 87-18 SSI , 2, 3, 1980'; Ord. 86-53 S5 (Exhibit D S5) , 1986) 14.16.050 Notice of unsafe occupancy. (a) Posting Notice. in conjunction with an order to vacate, a notice shall. be posted at or upon each exit of the building and shall be in substantially the following form: DO NOT ENTER UNSAFE TO OCCUPY It is a violation of the Civil Infractions Ordinance to occupy this building or to remove or deface this notice Building Official City of Tigard 179 (Tigard 7/15/67) 14 . 16 .060 (b) Compliance. (1) Upon an order to vacate and the posting of an unsafe building notice, no person shall remain in or enter any building which has been so posted, except that entry may be made tc repair, demolish or remove such building under permit. (2) leo person shall remove or deface any such notice after it is posted until the required repairs, demolition or rem:,-..al have been completed and a certificate of occupancy issued pursuant to the provisions of the building code ordinance, codified in Chapter 14 .04 of this code. (Ord. 86-53 55 (Exhibit D S6) , 1986) 14. 16.060 Violation--Civil infraction. Every building or part of a building determined by the building official to be a dangerous building is a Class 1 infraction and is sub- ject to the provisions of the civil infractions ordinance, codified in Chapter 1 .16 of this code. (Ord. 86-53 S5 (Exhibit D S3) , 1986) 179-1 (Tigard 7/ 15/87) 14 .16 .070--14 .20.020 14.16.070 Violation--Abatement--Penalty. (a) Abate- ment. A dangerous Suilding may be abated in the manner provided by the civil infractions ordinance , codified in Chapter 1 .16 of this code. (b) Penalty. (1) Each violation of a separate provision of this chapter shall constitute a separate Class 1 infraction, and each day that a violation of this chapter is committed or permitted to continue shall constitute a separate Class 1 infraction. (2) A finding of a violation of this chapter and impositf.on of a civil penalty pursuant to the civil infractions ordinance (Chapter 1 , 16 of this code) shall not relieve the responsible party of the duty to abate the violation. A civil penalty imposed pursuant to this section is in addition to and not in lieu of any other remedies available to the city. (3) • If a provision of this chapter is violated by a firm or corporation, the officer or officers , or person or persons responsible for the violation shall be subject to the penalties imposed by this section. (Ord. 86-53 S5 (Exhibit D S7) , 1986) Chapter 14 .20 MOVING OF BUILDINGS Sections: 14 .20 .010 Title. 14 .20.020 Definitions. 14 .20.030 Permit required. 14 .20.040 Permit application--Fee. 14 .20.050 Plans required for permit. 14 .20 .060 Protection of public and private property and utilities. 14 .20.070 Performance assurance. 14,20.080 Permit issuance conditions. 14 .20 .090 Permit revocation. 14 ,20. 100 Liability. 14 .20 .110 Cleanup. 14 ,20. 120 Violation--Penalty 14 .20 .010 Title. This chapter shall be known as the "moving of buildings ordinance" and may also be referred to herein as "this chapter. " (Ord. 90-17 S1 (part) , 1990) 14 .20 .020 Definitions. For the purposes of this chap- ter, —the follo%Eng mean: t 180 (Ti-gard "7/ 1.5/90) ...., , ,,,, •'�. ��. s ',� f .'L�r'� �r ;d'I ''--- �$4�,�,.;:�rn 9v ,pax;• fir;<.�re t•�„ �� ;: Ott ....�.0 1 CL TTT— ki lu i 3 •�•� � \ � 1 •�• _•'.� � "moi ;,�T ., - ---� �• � I `` � L, e ►�.1� 1r, PR WED P+��►` CITY OF TI;,.A G If i l �� a. Ammved .................................,..........................F Condltlona!ly Ap.prnv^d ........... .( r n a Fcr only th^w K e,:t c�c+ r►'hAe!in: V �r� , a ( SanolettCrto:Follow•..............•.............................. .( a. Attach ............... .[ 1. , . i ; �C"'s• ' i 2 F�' ;+ L �I-Cp" '-f�, '( lea,'" E i.Uc .f.... .......v... 4� i26jS5Elt [f;. F1..A0 � Job Address: `� �• or t� To EXIST11%460 8900 SW Commemi;,l Street t r�1 of 3 r..� 08/20/96 l �� l�l�l� l�l �l I i�lil�l�l�i�i I �il�( �i�l�l�i�l Illll�l�llill I Illli�l�l ;ili Illllll�l�l�i I � �Illll�lllll I Illllll��llil � Illllll�illllfl � �llll�ll►I�I� Illllll�llllll ' INCH MADE IN CHINAIt 13_ T iiiilii�( iii(Itiiil��tiliiiiltii(liiiil(iul►iiiliiiiliinliiii(i(i�i(liinliii(I(u(Iii((linjlinilin(li(((lui(I(iilli(((i(n(li(i( iinlniiinnlim milil�il�nilniiliiiilmiluiilnn�i�nliinl(n(linilullliinfl� • s v F+A .. rte► El Alp I LLOM I F 1 4 T� AV MQ9M f rb r, w . 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FROYIRt' AN UNOBSTRUCTED FLOOR SPACE 6P NOT LE5£ THAN 44'x4fI* p C[►� A W' ON INSIDE OF DOORS. OF 1• _ ;_ _:_ y- ._... _j N , PNOVi1,E AN UMORSTRUGTED Ft.L)OR SPACE (.111' 3UrFICILNT SIUT.i } ; 4 , 1 L 1 I 1 i _ 1 INSLRIDE CTRCLE WITH A UlAMETFR NOT LESS THAN " :NCNE5 WITH . ♦ -J �..� THE tKIii NOT ENCROACHING MORE. THAN 12' IN THE SPACE, I ' rLOGNS OF ALI. RESTRC)LiMS TO BE NAIVE), S1100TH, NC>N•ARSOAPCNT �� h7 •�� , r 1 �. {• t 1 I , + .{ r. i 1. �. .1 SURFACC NITM b' BASE MOLDING. WALLS WITHIN TVq FEET OF F-n/-^ t y I I y� �«� URINALS OR WATFR CLOSETS TO HAVE HARD, S'OOTH, NC+N-AnOr4 £NT .-.1 ..+_,. . '!- - _t.. J ._•}.. i. .., i j 1 i /A1F4�7 , SURFACE TO A MINIMUM NEIGNT Or 4• -0•. I _7 A+ ' 4 TOILET ROON VAXfRS TO bE UNDFRLUT I' AND VENTILATED PLR COLE. , , �'� , fI � 1 p t ��• , � r 1 i �r g, LOWER EI+GES OF LAVATORY ARU TU BE Mll1:NTEh 2'-3• ABCrif. f IN1F,NrC+ 4, 4 I -r- , FLOOR. I , , t--• 1- �•"�' � "I , -••1•••' �•-•.�'n• _,�' 't t i i.. AiRIMC)R LFNQTI! TO RE 2'•6• HIS"; MOUNTED MINIMUM :j'-4' APOVr + 1 .r ._ , . .i � ....; ,. .. .. � ♦ . ., d r •.- , aNIYNEp rLpYAfI. �! �.. _�_..�__._...... __.. .._._......•-. - err , „—. b ._._._r...._....�...�.� ...�......._....-......._.......•+«^.��• .�-.........�...._........,.�......._..-._..._,«..._.....,._.-.._...__,......,..,_.,�... ._,_ ....�....,......�.-.�.--i ... ...�...._.....•.... - � .._. _. :.�..._ �_..rdCAPABLE DCf»51,.+P PORT I Mlyd 100 L$5 1 I Y F.R N L(i A L WITHOUT _ +"' � ttiRr*D tTARS i • R, TI.O 1 1/2• FRG L1 ARS` " �~ I � � •gARANF•Xt tr[rI,ECTIi}N. I LAVAIURf Min NEIONT :)J' T^ 14• AFKYW riNI&iltd+ rLCOR 8900 SW Commercial Street �'^.ti%1 4!. y. LAVATORY TO HAVE Lf-VER NAND!_E i.(/CATW NO MANE THAN i?' rIK,M. 1 ' II J II EAIGC- � LAVATORY 2 of 3 t �,� , "' •''� �, �'`� i G� 1 / to TOILET RCv,IM FAN ;O ?At 1KTtGRAL:.Y 5NITCNa'0 "2704 1,UILVT LIGHT. 11. PROV ,DE PAP£V TLrEI_ fi: PERStRS, L-(XATE0 3'-4• MAKI". A JkD;'F_ F'iN38Ni� rl•Oc111 G"SU/I tnARG Apr"" To t1.U14DIRf MALLS a:NM.a. B#. +ATek •+r cSE I fi?A X7 08/20/96 I�ailiil � ililili ililili�ilil► i iili�iljii{;i l li{�{iljili�Ill Il �lilijillli � ilililiji�� J �lililljillli I fJJl�i�j�l�i� � �i� liiij�i�i� J Ji�i�iJj�i�I�iJ � JiJi�j�iJiJ�J Ji�I�j�j�iJi�i INCH MADE M CHINA I!111i1!(111!!!ilit�1u111uiiill1111111u1111111f111111111f1►1u111►11111IIwi111i� 111TI�1111111111111I1111111111111111111111111111I111111111I111111111I111111►111111111111�1111111ui1111i��1I11111111111►111111I1111111ti�1►�11111111111111111u111111iI111111i11111�1111�1�11�111111�!�111�1�i�11 REVISIONS By REVISE PER CITY REVIE". WCS 11/17/94 Iry: \`• • ••jam:•`� � j%/ �• (', • ��"��( i ./pd� ,�' `p SAY �L USED SHORT lEW/ c l 'R- •• W/ UT Il.I Tr wCitK P�✓� W/ otCCCtS: J .�* • v .-•�.�~_^� /i Ot✓� l� "�+tEt• --��\� •. PHASING Or 0E'.CLCPMCNT It= 1. New street sections ire to be cleared of al! surface vegetation and other 1 •� .;�� ,.( i- .� _ __ I miscellaneous structures or materials. Grub improvement areas to remove all buried vegetative matter and debris to a depth of 8" below subgrade. • � � � ••� � �� - � •.■ � ' r •:� '. _ � Tan does not constitute an approval Approval of this erosion control (ESC) p pp I Properly dispose of all waste material. •, "• I ,/4�'� �i� • �� .•J �+{ 1 of permanent road or drainage design (c.F. size and location of roads, pipes, 2• Immediately following fine grading operations, proof roll subgrade areas to • dt`r7" •� . . �'� restrictors,channels,retention facilities,utilities,etc.). I achieve 95% of maximum density fora 6" depth per AASHTO "199 test On �'� `�• �� `• `�• \� �� 1'•' 172 lens and the construction, maintenance, • SCh !� %' ��• \ •, x / \ 2. The implementation of these ESC p method. Embankments or fills are to be constructed in 6" maximuni lifts, /ti41� �,• . ' ` \\• ® S, I / ( I replacement,and upgrading of these ESC facilities is the responsibility of the with each lift being compacted to 95% maximum dry density prior to o • •.•. • f•�• �� 1� w applicant/contractor until all construction is completed and approved, and ��` c�`'� f; . �1 `•1? \ C A T C H BASIN AREA DRAIN proceeding with the next lift. Areas to receive fill are to be inspected by City ., I vegetation of landscaping is established. of Tigard prior to placement of the fill. Soft or spongy areas are to be • ��/ �---;- , \ •• •day r NIS N15 ��/• \�_i"'�•••-�, o • ��llh\� ® k, 3, The ESC faci�ities on this plan must be constructed in conjunction with ^,Il excavated and rccompacted either with native or select material. �• �� i �t,� ,,, I I I clearing and grading activities, and in such a manner as to ensure that 3, Aggregate base rock siTall be crushed rock as per APWA specifications. p sediment lad n water does not enter the drainage system or violate applicable i ,•• A+•�� • � � Aggregate hese is to be compacted in 6" maximum lifts to 95%of maximum A •��', •" '` .� / ( � � I dry density per AASHTO T99 test. City of Tigard is to inspect compacted A water standards. • .; / ' n;/ ®` I 4. The ESC facilities shown an this plan are the minimum requirements for , FLOW aggregate section prior to paving. l � � • • • • �`+ � r� _____� � � � anticipated site cerditions. During the constnlction period, these ESC \ � z •r ' Upgraded as Herded for unexpected storm evens and to 4. The first lift of asphalt concrete Is to be 2 l�hbe of Class Class C' asphalt r 4 x I SCALE 1 20 fac. sties shall he pg APWA specifications. The second lift shall P ( / V ensure that sediment laden water does not leave the site. i concrete as per APWA specifications. II 5. The ESC facilities shall be inspected daily by the applicant/contra, and 5, Inspection of subgrade, baserock, and A.C. will be made by Project Engineer VICINITY M �`,P I PI.AN maintained as necessary to ensure their continued functioning. and City of Tigard. Notify City inspectgLand Project Engineer 24 hours EXISTING SANITARK SEWER 6. The ESC facilities on inactive sites shall be inspected and maintained a before star•tofwork. minimum of once a month,or within 48 hours following a storm event. 6• Ail materials,installation,tests and inspections to be in strict accordance with I. W \ FLOW 7. At no time shall i,iore.than one foot of sediment be al!owed to accumulate t City of Tigard specifications. ` -re~- within a trapped catch basin. All catch basins and conveyance lines shall be 7. A public improvement constn: tion permit and permit bond is required froth < 411W na I\ I a cleaned prior to paving. The cleaning operation shall not flush sediment I City of Tigard. r v • T.L. 4800 CONSTRUCT DWY WING 1• I 1 NOTES: O laden water into the downstream system. W I I --HORIZONTAL CONTROL FROM THE SURVEY , ' I � 24,243, ON FILE AT WASHINGTON COUNTY 8. Sawcut straight matchlines to create a butt joint between the existing MA CH NEW ASPHALT I 8. Stabilized construction entrances shall be installed at the beginning of pavement and new pavement. I SURVEY RECORDS. construction and maintained for the duration of the project. Addc'Ional CURB RECONSTRUCTION �� U TO EX. CONCRETE E --VERTICAL CONTROL FROM CITY OF TIGARD SECTION A-A P P 9. Notify utilities per ORS provided for BY OTHERS � I I BENCH MARK, N.4�, CORNER S.W. TIGARD STREET measures may be required to ensure that all paved areas are kept clean for the 10. Traffic control must be provided for at all times. A traffic control plan shall UJ AINCUT I AND S.W. MAIN ST, ELEV. 157.95. duration of the project. be submitted to the City for review and approval before any work z D I T C H- I LET commences. NT Si C•mmacW SUM W-76 11.17.94 PL 171 8 172.C3 Figure 3:-7D , W TOCP N CL _ EROSION CONTROL PLANS Stoftiter Bags - Tompvrarv ' �,:►s� TECHNICAL GUIDANCE HANDBOOK Catch Basin Protectcgn, 1 5' REMOVE EX. CURB c 1 FROM PL I ) END STA 1+85.00 CONSTRUCT 20' DWY • 1 CURB JOINT• 5' MIN. - SEE NOTE 5 ROW EX. SAN. 3 I EDGE LATERAL I 20' VV1 CL AND CROWN I ROW CL 0 3/4' R s=-1 �- • OF STREET I no \ 1 I :•:r:;,=:i..., ti. 5' �'_«+' /-- DRAINAGE BLOCK `•�OUT J I p' - . 3' I.D. PLASTIC �2" ]/4"-0' BASEROCK .' PIPE W/COUPLING t G. 30' EX. HYDRANT' cnJPA sacRADE o• 116' 10, 170 ` \• 17 . Tot 08 CL1 09 - SIDEWALK ADJACENT TO CURB oo•o 0 4 EX. 'N\R VALVE \\\ EXISTING EDGE I ' p O 00 MIN. ROw OF PAVEMENT I 5 {.. 5' --\\ SIDEWO cam"ALK 16• (� { I __ � I z •� - i Z \ r -- --4 _J 6" EXPOSURE ROAD -9'--� 9 EX. WATER METER I I 27. I X 169 . SEE NOTE S 13 2. OF 3/4'-0' BASER= TRAVERSE EXPANSION JOINTS: .r .• •. �. '••� •' 't ' . +i. ''�'' .• SAWCUT COMPACTED SUBCRADE 1. To BE PROVIDED AT EACH POINT OF ..r ;, + - TANGENCY-OF THE CURB k AT OTHER Z _ I w I �, SIDEWA_LK AWAY FROM C�RB LO / \ 1�1 NOTES: SPACING TO A MAXIMUM OF 20 FT. UJ ■+. LOCATIONS AS r;ECx:IRED TO LIMIT THE \ Ld I S'ANDARD CURB 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, B SACK Mlx• SLUMP RANGE Z MATERIAL TO BE PRE-MOLDED NCN- LL » OF 1-11/2• TO 3'. EXTRUDED MATERIAL W Tri A MINIMUM O \ 2" OF ASPHALT OVER J PLACE IN SEPARATE LIFTS 2 OF ASPHALT OVER niucKNEss OF 1/2'. 3" OF 3/4'-0" OVER TRAVERSE CONTRACTION JOINTS: �.- T.L. 4700 hN` 170 V/ I -L. PANELS TO BE S FEET LONG. _ 12' OF 2"-0" CRUSHED ROCK 3. EXPANSION VAULTS, V EE BE PLACED AT SIDES OF SPACING NOT APPROACHES, w PL '=107 � .^ I UT1L'TY VAULTS, MMt�1.CHA1R RAMPS. It AT SPI,UNC NOT TO EXCEED 45 FELT. 3 TOCI� CLO 7r, Q I I TYPICAL SECTION 4 FOR SIDEWALK ADJACENT TO 111E CURB AND POURED AT THE SAME TIME AS THE 1. SPACING TO BE NOT MORE THAN T FT- 2 DEPTH OF THE JOINT SHALL RE AT - - CURB, THE JOINT BETVEEN THEM' SHALL BE A TROWELED JOINT MATH A MIN. 1/2 RADIUS LEAST ONE FOURTH 0f THE CROSS- fib�{{ NTS 5. SIDEWALK SHALL HAVE A MINIMU%i THICKNESS OF 8 INCHES IF MOUNTAi IE SECTIONAL AREA H CURB IS USED OR IF SIDEWALK IS INTENDED AS P0R'1ON OF DRIVEWAY. V) I I OIHERWSE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES CONCRETE BREAKING STRENGTH: O 167 W V) �CLJ I 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACX OF SIDEWALK WITH 3' OIA+IETER L PVI STA a 1+50.00 PLASTIC PIPE AT 2X SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. 1. TO BE 3000 P.S.I. AFTER 28 DAYS � _ 1E; I PVI ELEV - 171.17 p in I -- 50.00' vc CONCRETE SIDEWALK STANDARD CURB APMWV D BY aum er, �✓ Z CONSTRUCT 5' SIDEWALK a o CITY Of, TIGARD um oa C_M6 ' � � auCAB rt rr F 6 3 II tri _ w ` w 0 f\ N SCALE DATC 0 RE CITY OF TIGARD `�"CO "-'°,aOD, scu aTrc orti n.[ rZ a�tadi 1ETs 7-•-aT kDCTAN''�CONC-SW.°nc N7REOQ1 - IETs 7-s-u tT1crAas\aulls_sltaaec • I > + C) d 1 I oU C5 W 11 t 6817 \ 168.03 o a a _J u 1 TOC Ql I + Do cn w n > `) I cv a U C' <� a v w > o -- _ 165 I /1, N .v qO-- -- ----------.W ~ -. -._ Nw J cG 30'-0 MAX, �. -I Z Q - - --- -- > O ; (SEE TABLES) 1 I U w F m h UJ II EXISTING ORIVEWAY V) > VARIES W10TH VARIES •�. --- -�_ -�� p w (SEE TABLES) EX. TREET CENTERLINE N MATCH GRADE _ - _ y PROPOSED TOP OF CURB C) a m VARIES MATCH WIDTH Z + m� CL STA 0+20.0 U h i __ _ ( o+ v �, A R N CONSTRUCT 30' WY EX. WATERLINE -_ _ < Z o EXPANSION I e' x 6' - \\ In JOINTS- 10 GA. MESH CL STA 0+00.90 = SOUTH ------ ---- _ 00- 168 5 I PL EXTEN D 0 EX. CL 168 _._ -_ - - -- ,-_ lu m 0- /-CONTRACTION 7 � ` - � J, i RUNOFF CB 8 CURB JOINTS-\ L,JOINTS SIOL�YALK nn 166.67 $ --- (SEE PLAN } cuR6 Q r, r ...I PL r TOC 166.47 I EX. STREET LIGHT EX. WATER SERVICE NATURAL GROUND !AT TOP OF CURB `-- A FACE of CURB � U', 5:1 , -- ---- - 1195 CL 5'-0' '/IN. S-0' MIN. 3'-0' 15'-0- MAif. 15'-0' MAX. 1'-0' MATCH NEW CURB AND SW - -- --- ---I---- -- - - - --------- --- `� ''` Ix', Q EX. SANITARY MH - -- -- PLAN TO EXISTING CURB AND SW I 3 I UJ USE I I I I �JOINT,pggTI 0 OR SAM7CUT EXPANSION JOINT -- AND PUCE COIR 1_1/2• EXPOSU'tE I ' _ a: Z 163 Ci PLACE BIOBALE IN ELEVATION B-B 10 GA. MESH C) E' 11 1 1-1/2' ABOVE BASE fes. 16D „ w 1- CON -____ ___._-- -�.-�_. I I I � GIJTTEFtLINE FOR EROSION I 160 --�- ��.,� �•. � � X CONTRbL PURPOSES STREET r X I O . w -- f 2- OF COMPACTED 3/4'-0' AGGREGATE 1i j•T( I I SECTION A-A - 7 x Q 11,,E NOTES SHALL BE COMMERCIAL MIX ` O�, I �� ►� V Z CURL !Sri I SHALL BE A TROWE-ED JOINT OATH A MINIMUM 1/2' RADIUS 1.-. a co ALONG BACK OF CURB. I 3. EXPANSION JOINTS SHALL BE 1!2' PREMOLDED ASPHALT IMPREGNATED /1 09.4 • EX. 10' SANIT RY SEWER MATERIAL OR EQUAL, EXTENDIN FROM SUBGRADE TO FINISH GRADE + Q. �Q In _ COMMERCIAL DRIVEWAY y-' ®�r I EXISTING BUILDING ILZ-- 152 ryj, 152 -- -------- ------ --------------- _-- - - - ---- ------------ �•. FX. STORM MH I - Ivtaaa BY CITY OF TIGARD �' OA,,: OMWl16 Na �� ` to co Cy..► . 2+00 '+00 0+00 _ KT.s I SUPT. 1994 moo--P R Fes F, ' SCALE I I COMMERCIAL STREET PROFILE ,�� FNGINF�r' Sv 1' = 20' SCALE: H: 1" 20' W z'. DRAWN WCS V: 1* = 4' l-7-d, I k r�. v sky JOB 94-56 165 11 I I 165 `O6 �h SHEET 1°� J� � 5�5 EX. 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