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6969 SW HAMPTON STREET-1 .c(1. •; .:jAlrli�GMY'I�1W1ipFG'�Ni.Yu.::t:LY '�M+a �t�l��6�ii�►LM....�a.apHzlygl.`WNSHyNMMGiM�tFI � I N :U �1 m 1 O) v � � O �p In C E In In Ol > � d � 3 LT7 R7 (n (n H � O x7 7 [TJ H y C+7 [�J G3 I i .di969 SW HAMPTON STREET �. Page No. 1 CASE HISTORY FOR CASE NO.: SIT95-0016 STEVEN KOLBERG 06969 SW HAMPTON ST 10/23/98 Action Description Reg/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By SITA010 Plan check by / / / / 06/29/95 06/29/95 JHF SITA080 (F) Issue permit / / / / 07/12/95 JSD C7/12/95 JD SITS740 Strm Drain lnsp / / / / 08/24/95 perimeter of building PASS TLP 08/25/95 TLP SI7'8750 San Sewer Insp / / / / 08/24/95 PASS TLP 08/25/95 TLP SITB799 Final Inepectiun / / / / 04/01/96 PASS TLP 04/04/96 TLP SITS800 Case Finaled / / / / 04/01/96 PASS TLP 04/04/96 TLP Page No. 1 CASE HISTORY FOP CASE. NO.: PLM95-0223 STEVEN KOLBERG 06969 SW HAMPTON ST 10/23/98 Action Description key/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By PLMC007 Application received / / / / 08/21/95 PASS JSD 11/06/95 TLP PLMC007 Plane routed to Plans Examiner / / / / 09/03/95 ROUT JDA 10/31/95 JDA PLMC008 Plans Checked/Approved by P.E. / / / 10/12/95 APPR MS 10/31/95 JDA PLMC010 Reviewed plane routed to DSTs 10/31/95 / / 10/12/95 ROUT MS 10/31/95 JDA PLMC050 (F) Ready to issue / / / 10/31/95 Plans with the the general and issued PASS JDA 10/31/95 JDA with BUP95-0127 PLMC060 (F) Issue permit / / / / 11/02./95 PASS JSD 1.1/02/95 JD FLMC065 (F) Reprint Permit / / / / 11/02/95 AAR 11/02/95 AAR PLMC067 Issue plumbing signature form / / / / 11/02/95 PASS JSD 11/02/95 JD PLMC710 Water Line Inap 10/12/95 / / .:;')3/95 PASS TLP 11/06/95 TLP PLMC725 Top-out Inap 10/12/95 / / 11/03/95 :ASS TLP 11/06/95 TLP PLMC199 Final Inspection / / / / 04/01/96 PASS TLP 04/04/96 TLP PLMC800 Case Finaled / / / / 04/01/96 PASS TLP 04/04/96 TLP i 4 7 9 r i 1 1 Paye r.�. 1 CASE HISTORY FOR CASE NO.: ELC95-0539 TED MEEKER ELELCTRIC 06969 SW HAMPTON ST 10/23/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- --------- -.------------------ -------• —------ -------- - ..------——--------------—----•---- ---- --- ------ ELCC001 Application Received / / / 11/09/95 RECD CJS 11/09/95 TMP ELCC003 Permit Created / / / 11/09/95 RECD CJS 11/09/95 TMP ELCC500 (F)Issue permit / / / 11/09/95 PASS CJS 11/09/95 TMP ELCC700 Ceiling Cover 11/09/95 / / 03/07/96 PASS MJR 03/07/96 MJR ELCC720 Wall Cover 12/04/95 / / / / 2nd floor wall# only PASS MJR 12/04/95 MJR ELCC720 Wall Cover 12/13/95 / / / / PASS MJR 12/13/95 MJR ELCC730 Elect'1 Service 12/13/95 / / / / PASS MJR 12/13/95 MJR ELCC799 Electrical Final 11/09/95 / / 03/14/96 protect conductors DIS MJR 03/14/96 MJR gap around boxe in sheet rock protect fixture in telephone rm. label panel correct plugs that are not working ELCC799 Flect'1 Final 03/15/96 / / 03/15/96 corrections complete PASS MJR 03/15/96 M.R ELCC800 Case Finaled / / / / 03/15/96 YES MJR 03/15/96 MJR i s Page No. 1 CASE HISTORY FOR CASE NO.: ELC95-6.04 MEEKER ELECTRIC 06959 SN HAMPTON ST :0/23/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------- --------------- -—----- -------- -------- --------------------------------------- ---- --- -------- --.. ELCC001 Application received / / / / 07/26/95 RECD BON 12/08/95 TMP ELCC003 Permit created / / / / 07/26/95 PEND BON 12/08/95 TMP ELCC500 (F)Issue permit / / / / 07/26/95 PASS BON 12/08/95 TMP ELCC800 Case Finaled / / / / 03/05/96 YES MJR 03/05/96 MJR Paqe No. 1 CASE HISTORY FOR CASE NO.: ELR96-0042 PHILLIPS ELECTRONICS 06969 SW HAMPTON ST 10/23/99 Action Description Req/ Schd/ End/ Action Notes Disp By Update UPC, Code Sent Done Done Date By ------- ----------------------------- -------- - ------ -------- ----------- -------------- ............ ---- --- -------- --- ELRC001 Application Received / / / / 01/25/96 RECD CJS 01/25/96 TMP ELRC003 Permit Created / / / / 01/25/96 PEND CJS 01/25/96 TMP ELRC500 (F) Issue permit / / / / 01/25/96 PASS CJS 01/25/96 TMP ELRC700 Coiling Cover 03/05/96 / / 03/05/96 cable on tile FAIL MJR 03/05/96 MJR protect cables where sublect to physical damage ELRC700 Ceiling Cover 03/05/96 / / / / 03/05/96 MJR ELRC730 Elect'l Service 01/25/96 / / / / 01/25/96 TMP F.LRC799 Elect'l Final 01/25/96 / / 03/15/96 04/03/97 MJR ELRC800 Case Einaled / / / / 03/15/96 04/03/97 MJR Page No. 1 CASE HISTORY FOR CASE NO.: BlIP95-0127 STEVEN KOLBERO 06969 SW HAMPTON ST 10/23/98 Action Description keq/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By BUPA710 Post/Beam Insp / 11 / / 08/24/95 PASS TI.P 08/25/95 TLP BUPA765 Appr/Sdwlk Insp 11/20/95 / / 11/03/95 1. Moue hack of approach to 8' from PEND LT 11/20/95 C"H face of curb. 2. Place wings (boards) in approach. 3. Place felt every 40' in sidewalk k curb. 4. 5' joints in sidewalk with all joints shined. 5. Be prepared to protect finish. BUPS710 Post/Beam Insp / / / / 08/24/95 PASS TLP 08/25/95 TLP BUPC100 (F) Issue permit / / / / 07/12/95 JSD 07/11/95 JD BUX705 Foot/Found Insp / / / / 07/31/95 PASS TLP 07/31/95 TLP BUPC740 Framing Insp / / / / 08/14/15 small pony walls interior -I building PART TLP 12/18/95 TLP BUPC740 Framing Insp 12/15/95 / / ' / PASS TLP 12/18/95 TLP BUPC742 Roof naiing Insp / / / / 10/11/95 NAILS SOLWN THRU PLYWOOD DIS GS 10/11/95 GES BUPC742 Roof naffing Tnep / / / / 10/13/95 PASS TLP 10/16/95 TLP BUPC750 Insulation Insp / / / / 12/27/95 PASS TLP 01/02/96 TLP BUPC757 Shear Wall Insp / / / / 10/18/95 PASS TLP 10/18/95 TLP SUPC760 Gyp Board Insp / / / / 01/16/96 PASS TLP 01/16/96 TLP BUPC762 Susp Ceiing —sp / / / / 03/11/96 PASS TLP 03/18/96 TLP BUPC798 Misc. Inspection / / / / 07/27/95 TEMP MJR 10/04/95 MJR BUPC798 Misc. Inspection / / / / 10/24/95 utility conduit approved ELC MJR 10/24/95 MJR SUPC799 Final Inspection / / / / 03/15/96 TEMP TLP 03/18/96 TLP BUPC960 Case Flnaled / / / / C4/01/96 11/21/97 Brian R. ok'd sdr94 0027 PASS TLP 11/21/97 JT to Jill for C/o approval Page No. 1 CASK HISTORY FOR CASE NO.: SWR95-0351 STEVEN KOLBERG 06969 SW HAMPTON ST 10/23/98 Actiun Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By SWRA007 Application received / / / / 08/21/95 PASS JSD 08/21/95 JD SWRA010 Plan check by / / / / 08/21/95 08/21/95 JD SWRA020 Check for nr.cl. restrict. 08/21/95 / / / / 08/21/95 JD SWRA070 Ready to issue / / / / 10/31/95 PASS JDA 10/31/95 JDA SWRA080 (F) Issue permit / / / / 03/12/96 PASS B 03/12/9F BON SWRA705 Sewer Inspection / / / / 04/01/96 PASS TLP 04/04/91 TLP SWRA720 Case Finaled / / / / 04/01/96 PASS TLP 04/04/96 TLP Page No. 1 CASE HISTORY FOR CASE NO.: MEC95-0301 STEVEN KOLBERG 06969 SW HAMPTON ST 10/23/98 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By MECC007 Application received / / / / 08/18/95 PA68 JSD 08/20/95 JD MECC010 Plan check by 08/20/95 / / 09/05/95 PEND JHF 03/11/96 JHF MECC017 Plan Review Ltr. to Ofc. Svcs. 03/11/96 / / 09/05/95 JHF 03/11/96 JHF MECC019 Revised plans received 03/11/96 / / 03/12/96 APPR JHF 03/11/96 JHF MECCO25 Reviewed Plane Routed to DSTS 03/14/96 / / 03/14/96 APPR JHF 03/14/96 JHF MECC080 (F) Ready to issue / / / / 03/26/96 PASS B 03/26/96 BON MECC090 (F) Issue permit / / / / 03/27/96 PASS JMH 03/27/96 J*H MECC705 Gas Line Insp 01/02/96 / / 12/27/95 PASS TLP 01/02/96 TLP MECC710 Mechanical Inep 12/04/95 / / 12/04/96 PASS TLP 04/04/96 TLP MECC715 Heating Unt Insp 03/11/96 / / 12/04/95 PASS TLP 04/04/96 TLP MECC720 Cooling Unt Insp 03/11/96 / / 12/04/95 PASS TLP 04/04/96 TLP MECC740 Duct Inspection 03/11/96 / / 12/04/95 PASS TLP 04/04/96 TLP MECC799 Final Inspection / / / / 04/01/96 PASS TLP 04/04/96 TLP MECC800 Case Finaled / / / / 04/01/96 PASS TLP 01/04/96 TLP CITY OF TIGARD MECIMNICAL COMMUNITY DEVELOPMENT DEPARTMENT PERMIT 4. . . . . . . : MECOS- 0301 13126 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 I)ATE ISLUED: 0-2/'L7/9G PARCEL. izit,*-'7r.',j ��w i inmr-1,c,i,, BL IV .1 ;1 ON. WELT PORNTLAND -."IC I GHI ZONING: -:_P . . . . . . . I-OT. . . . . . . . . . . — : 21. no or WORK. . :NCW r1_00r,. rUPN. . . . ; 0 CVAP COOLMM:4 'PE Or USE. . . . COM UNIT HEATERS. . : 0 VENT rANS. . 9 CLIPANCY C";,Rr,, . .32. VENT5 W/O APPL: 0 VENT SYSTEMS: lb Ur S. . . . . . . SO ILEFRS/COMFIRESSOPS 1-10017)C. . . . . . . 141 17) 71 ! lr. . . .. ; 4 COME . INCIIJ- 0 sns/ 3- 1'$ Ht". . . . 0 COMML. INCIN: 0 X TW'U� 0 PITU ,e i fr. , o REPAIR UNITS; 0 ' RE rn!"', y 30 50 Hr'. . . . - 0 WOOD'S TOVE70 M 1304- i-ir. . CLO DRYCRIS. 0 pi' UN 1'1 Z PIP HANDLING UNITS OTHER UNITS— 0 RN ( 10011, E 1.00,30 --fil . 0 OAS OUTLETS. : I fart ) =1001`1 DTU: 0 > 10000 cfm . 0 L FEES' 1,1)L r ff,,?C y 1:3 tamo,..,nt by dit Q :;W HUNT CLUE, FROAD PRMT t, 87. 00 J*4 023/27/96 PL.C!", t 21 1. 7� J!'11-1 03/Z.17/1�S -R'j';-tIND OR. 0-1 St'"'CT t A.. JMH 02/27/9C, L t CW TIGARD C,71 'API) OR 1 17. 1171 —n T e I. REOUIRED INSFIECTIOPIIS, i permit is issued subject to the regulations contained in the Gi-mt Line Irmp ,arse Muricipal Ccde, 5t ate sf p-k. Specialty Codes and all W-er mechanical Itisr, .AcWt laws. All work wall to Jcm# in accordance iiith Heatirig Utit In, j, roved plans. This pewit will expire if work is rot started Cool irig Umt lnsp Iiir. IN days o' if work is t---rended fcr rare D 1.1 L t' I T I t P P V t i V t I I ISO day;. ril-V Dampel- Ins;F1 M i -" I ns pv(--t 1. C r L ml i City of Tigard MECHANICAL PERMIT Planck/Re.c. # _ 13,125 SW Hall Blvd. APPLICATION Permit # /0 �' `)y Tigard, OR 97223 (503) 639-4171 ` `477,L.E. —, � / Dos cnpnon — --� Table 3A Medianical Code OTY PRICE AMT Job Y J `° L 1) Permit Fee 0 -0" 10.k 0 -„� Address 2) Supplemental Permit 3.00 — - �' urnace to IL10.0 TU _ 1) incl. duds&vents _ 6.00 ro � Furnace too,000 i3TU+— Owner 2) incl. ducts 8 vents 7.50 ap Floor Furnanco 3) incl. vent 6.00 uspeno eater,waf-Fie`ater_ 4) or floor mounted heater 6.00 > vVent not incl. in- Occupant 1;It appliance permit 3.00 As Repair of h 6) cooling,absorption unit 6.00 --HbTr or comp,Tisa pump,air cond. �_ Z f'C /±• 7) to 3 HP absorp unit to 100K BTU 6600 ii er or comp,,heat pump,air c`ohd is J� C.a 8) 3 15 HP absorp unit to SOOK BTU 11.00 Contractor - '13oler or comp,heat pump, air coni- 9) 15.30 HP absorp unit.5-1 mil BTU 15.00 M711raw roe. CRy 0. ••W. Boiler or comp,heat pump,air conn 10) 30-50 HP absorp unit 1-1.75 mil BTU 22.50 are y ac_Fn_o_w_F94 Igo that I have rea is app kation, t a a er or comp,Treat pump, air co.i . information given is correct, that I am the owner or authorized agent 11` > 50 HP absorp unit 1.75 mil BTU _ 37.50 of the owner,that plans submitted are in compliance with State Air handling unit to laws, that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct (If exempt from State registration, Air-handing unit please give reason below.) 13) 10,000 CTM+ 7.50 ---'---'—'-- Non portabl5 —---- 14) evaporate cooler 4.50 —�- Vent fan tonne - 15) to a single dud 3.00 ----To`ntTon system not 71, 16) included in appliance permit 4.50 �« — o served y 17) mechanical exhaust 4.50 Describe work new addition alteration repair U 1,omrnercial or inuse"trriT�' to be done residential 0 non-residential 18) type incinerator 30.00 _-Existing use of `-UfFer i o.,woods ove,we er building or property '.c ('rC/- c t 19) heater, solar, clothes dryers,etc. 4 50 Proposed use of L2 0) Gas piping one to four outlets 2.00 / building or property 21) More fhan 4-per outlet Type of fuel -oil O natural gas LPG O electric O -- Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTriUCTION AUTHORIZED IS NOT COMMENCED WITHIN .80 DAYS,OR 5%SURCHARGE t IF CONSTRU;TfON OR WORK IS SUSPENr�ED OR ABANDONED FOR A PERIOD OF 180 DA'rS AT ANY TIME PLAN REVIEW 25%Or SUBTOTAL I �� AFTER WORK IS COMMENCED. -"- TOTAL Special Conditions Date issued by bMH�PMI , renTeond�� .. A September 7, 1995 C17' OF 1 IG, D OREGON Specialty Heating 9528 SW Tigard St Tigard, OR 97223 Re: Tigard Office Building 12775 SW 69th PCB-77C MEC95-0301 The mechanical plans have been reviewed for conformity to applicable codes . Provide three (3) sets of revised plans with the following in nriati.on: Provide an analysis of structural requirements prepared by a J Q46 licensed enqineer for supporting the additional HVAC unit kat. �14 [��'`PP ction 302 (b) ) The attachment of permanent equipment (HVAC) supported by the building' s structural components shall be designed to ravist the total design seismic forces prescribed in Section 2336 (b) of the Structural Specialty Code. Provide an engineer' s design spfscifying attachment requirements tSSC Soction 302 (b) I . The heating/ventilation system must provide 5 cubic feet per minute (cfm) of outside air per occupant with a total circulation of not less than 15 cfm pet- occupant in all portions of the building [UBC CPJ �24 V-�"% d Each individual roof-mounted HVAC shall be permanently labeled as to the areas it serves 1W098WW , pW , In addition, each unit 1 shall be equipped with a power disconnect and a 120-volt receptacle shall be located within 25' of each unite{Section 5091 . 5. A smoke detector shall be installed irs the main return air duct of each system providing air in excess of 2, 000 cfm. An additional smcl:e detector shall be installed in the supply duct, downstream of " the filters . Activatiorl of any one detector shall effect a shut- down of the system 1190ct'inm 1.009 (a) (b) ] . Submit completed applicable Fortes 4a through 4j , and required dtict_ insulation Form 4a through 4c of the oWesrgy Code Compliance Manual (Revived January 1993) . Ducts penF-�LiaLiny Che ceiling of the fire resistive corridor/stairway enclosure shall be protected with a fire damper i Ducts penetrating the walls of the fire resistive corridor/stairway enclo:ur.e shall be protected with a combination smoke and fire Cr1ri'Pper [OSSC, .13--ti-n 4306 (j) 51 . 13125 SW Hull Blvd,, Tigard, OR 97223 (503) 639.4171 TDD (503) 684-2772 Specialty Heating September 7, 1995 Pg. 2 9 . Provide a gas piping layout showing size, length, rise, meter location, and pressure rating. If you need to discuss any of these items, please give me a call . Sincerely, James Funk Plans Examiner MEC95-0301/PCB-77C AC(NiW!,Ic), .F%r qj(),j r.LIErJr 1 , 'rl n►C:Ts 1 Lake ASW.;IIc�,t)r�!.Ivn 91015 F�AGE i 503.6:(6-07M FAX 50 Al6•(X,1y VRt.)JE(:r '74m Uf r-ic(1 6 p PR .)JECI N111/M1HEP• DATE • In. 1 %` l`9&G H CJA i 1 �r p,,l X00r I I � J UU 1T.� 1 N AM N � I �M R FRoE��C� D'd WHSG: l l 9661 'E 1 NNW �� L67-L 669 £0S :Ol ON3 ON 1.1 111SNOD N]113063:W02J3 DERMYr #. . . . CITY OF T IGARD ID(ITE ISQC'uz:l;': COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223o8199 (603)639.4171 10 1 n- 0-03'1210 I L',j1Lj07q. WLST "'URFL.HND HLIGHTZZ 0 N N G-. C -r, . . . . . . . LOT. . -Nr--N'"t fia N:','. . . . . . . . . . . riXTL]Rr- UNITS. . . 54 -A-'i:3 ':71F WORK— . "NEW 11)W I J�'E CF USE. . . . . .COPI NO. Or LIUILDINGC. 1 15701_I.. TYPL'�'. . MJSWR I III-'ER V 0)U'r.r()c c Z f -EES ;data , T 66e,0. 00 SON 03/1'./96 96 147 SW HUNT CLA-1.1 rR0 A D C 00 CON 0 12 G 9C,- 12760'-7t -'iRTI-AND Or, 97,' u r.e #: iZ.+4-16 " . A-A u I- ; - -"i'):TOR NOT ON F-IL'E. f (51,45. 00 T7JTnL REQUIREO I NSr'EC-r I ON:; agrees to with all the i.Li a% Lj.1!AtiAA% eWQV' it1fiPeLltion E -T, fill Behalf llivc)' 6 Pei-sit k�F. f�ql date issued. The total asa4;it paid will be forfeited if the 1"t expires. The Agency dus not juarar'111 the au'riq of 01 F sewer laterals. If the sewer is int located at the irmureetrt en, tt.e installer shall prspect 2 feet ir, alt directions frca distarzr jiven. If r:' '---ated, the installer shall Purchase Tap and Side Sewer" fere V.P r f-c,t inspection --- 639- 4175 6 Commercial Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: �� !�> > `\0 W ply _ Tenant: { r l irul suits IV Office Use Only Valuation: Planck/Rec # K 22 Permit #1.T J K 7J, r Owner: Y P' � D �, Map 8 TL # Address: L (� %(' t ��r ' (M11.116, ry Approvals Required r J f3Y - Planning Phone: TI II T( ' 11 1 Engineering _ Other _ Contractor: Address: Type of const: Occupancy class: _ Phone: Sprinklered'� Yes No Contractors License # (attach copy of current Oregon license) Sq. ft. of project: Contact name & phone _ Story (1st, 2nd, etc.) Proposed use Architect/Engineer: _- Previous use. _ Address Note Plumbing U mechanical plans must be submitted at time of building permit application. Phone JOB DESCRIPTION: I �{�✓a� / �� r.'l apohcant Signature & Phone numf,er. _—`---�_--------�.� _. Received by —_ _�_� Date Received: Permit # Account Description Amount Amt Pd. Bal. Due Bldg. Permit (BUILD) _ Plumb. Permit (PLUMB) Mach. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mach: Plan Check (PLANCK) Bldg: Plumb: Mach: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) y� Parks Oev Charge (PKSOC) Residential TIF MF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) r` Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) _ Erosion PlanckJUSA (ERPLAN) Erosion Planck/COT (EROSN) r TOTALS: ' i i( Accumulative ewer Tally �n-k _This PLM#: Value Previous Previous Credits Capped Fixtures Fixtures New New # Value Capped off value added # added total #s total Count off #s count value values Baptistry/Font 4 Bath - Tub/Shower 4 - Jacuz/Whpl 4 Cuspidor/Water Asp 1 Dishwasher Cormner 4 Domest 2 Drinking Fountain 1 Floor Drain 2 inch 2 3 inch 5 _ 4 inch 6 _ Garbage Disposal 16 Dom Ito 3/4 HP) Comm Ito 5 HPI 32 _ Ind lover 5 HPI 48 Oil Sep (Gas Stat 6 Shower Gang 1 Stall 2 Sink Bar 2 L Bradley 5 Commercial 3 Service 3 Washer, Clothes 6 Water Ext 6 Water Closet 6 S _ Urinal 6 ',OTALS Total fixture values: K divided by 16 EDU HISTORY 11LM# EDU# SWR# PLM# EDU# SWR# I'LM# EDU# SWR# PLM# EDU# SWR# rLM# EDU# SWR# PLM# _ EDU# SWR# PLM# FDU# SWR# PLM# EDU# SWR# �_,_` PLUMBING PERMIT l/ CITY OF TIGARD DATE IDERMT ISSUED: 11 /02/95 �~ COMMUNITY DEVELOPMENT DEPARTMENT 2S 101 AD- 0.s00 13126 8W Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 i T'C (�f)1)RE i>. . . r r�lvt-AVE (�9 f�`J S�u/•�►��p I- JBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING: C-P ,LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :.:31 ------------------------------------------------------------------------------- CLASS OF WORK., ., :NEW GARBAGE DISFOSPLS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :B2 FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . 0 STORIES. . . . . . , . : 2 WATER HEATERS. . . . . : 1 CATCH NASINS. . . , . . . : 0 FIX'TUREG----.-- .-_.___.__._. LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . , . : Ili SINKS. . . . . . . . . . 1 2 URINALS. . . . . . . . . . . 1 0 GREASE TRAPS. . . , . . , , 0 LAVATORIES. , , . . : 5 OTHER FIXTURES. . . . : TUB/SHOWERS. . . . a 0 SEWER LINE (ft ) . . . : 0 WATER CLOSETS_ : 5 WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . : 2 RAIN DRAIN (ft ) . . . a 0 Remarks : Ownera _____._.._.__... ___,____.__._.._....___.___...__._.______.__----.___.__._____ FEES STE%lEN KOLBERG type amount by date recpt 7407 SW HUNT CLUB ROAD PRMT $ 153, 00 JSD 11/02/95 95-27244E PILCK $ 38. 25 JSD 11/02/95 95-272446 PORTLAND OR 97223 SPICT is 7. 65 JSD 11/02/95 95-::72446 Phone #: 244-1649 Contractor: ------------------__-_---_-_.__ WOLCOTT PLUMBING CONTRTS INC. PO BOX 2007 GRESHAM OR 97030 -_.-_.._-----------------------------__.... Phone #a 503--667-. 1781 $ 198. 90 TOTAL Req #. . : 223847 -------- REQUIRED INSPECTIONS ---This permit is issued subiect to the regulations contained in the Water Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other PLM/Underfloor applicable laws. All work will be done in accordance with Top--out Insp approved clans, This oereit will expirt if work is not started Storm Drain Insp within 180 days of issuance, or if work is suspended for more Rain Drain Insp than 180 days. Fin a1 Inspection J / Fl e r m i t t e e a Issued -, Call for inspection - 639-4175 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # ^ 13125 5W Hall Blvd. Permit # Ot 1 igard, OR 97223c (503) 639-4171 S -a 35"/ MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE N•'^•of C.—lop"'•^' Now Single Family Resldences Only ,dAtsr.vto ••• to 0 1 BATH HOUSE$140.00 0 2 BATH HOUSE$195.00 Job / W -- 0 3 BATH HOUSE$225.00 Address .1. �A zc Fee includes all plumbing fixtures in the dwelling and the first 100 feet 6f 1. 3 of water service, sanitary sewer and storm sewer. See fees below. N•m• ^'B•^•••1 FIXTURES QTY PRICE AMT V P D Sink T, 9 OF— Lavatory M•rp NIA^„ �^^• 9,00 Owner LG //0 7 � �/ Tub or Tub/Shower Comb. ?.n0 ,stzipShower Only 9.00 e2 7 Z2 Water Closet 9.00 �— "•m• ^m•°'°o•^••• Dishwasher 9.00 LzW,;-p_�` Garbage Disposal 9.00 MLZ Occupant N,a„• �-- Washing Machine 9.00 Floor Drain 9.00 M'p'•1• Z'^ Water Heater 9.00 Laundry Room Tray 9.00 ^• Urinal 9.00 Other Fixtures (Specify) 9.00 M1d g A"o ' �,.^. I �'OSC" 9.00 Contractor 9.00 Gmy'sim zb 9.00 1 LS5 0 J d Sewer 1st 100' 30,00 WC f'y p•a"•"^^"^ C'"F"• T••N. Sewer-ea. Addit 100' 2500 I Water Service 1st 100' 30.00 I hereby acknowledge that I have read this ap-Acatioh, that the Water Service ea. Addit. 200' 25.00 information given is correct, that I am the ow ier or aut iorized agent of the owner. that plans submitted are in compo.n-a with State laws, that Storm &Rain Drain 1 st 100' 3000 I am registered with the Construction Cont actor's Board, that the Storm & Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State registration, please give reaso Blow.) Mobile Homo Space 25.00 _r Back Flow Prevention Device or Anti-Pollution Device 9.00 "r�•w'• ^TM•p•^" Any Trap or Waste Not Connected to a Fixture 900 Describe work newt/ addition U alteration Q repair O Catch Basin 9.00 to be done residential O non-residential Insp. of Exist. Plumbing 40 001hr Specially Requested Inspections 40 00/hr Existing use of building or property V �nlT �/'�E'OI°L / Rain Drain, single family dwelling 3000 Residential backflow prevention devices 15.00 Proposed use of _ budding or propertyU�/�/r,.$SV �{� i7L__G✓ '(Except residential backflow �T prevention devices) � 0U NOTICE 'Minimum Fee $25.00 SUBTOTAL 5 1� PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF 5% SURCHARGE r — CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED -- S FOR A PERIOD OF 190 DAYS AT ANY TIME AF-YER WORK IS 7 CCMMENCED PLAN REVIEW 25% OF SUBTOTAL 5 TOTAL Special Conditions — --- Date ssued ---- -- by _— ' Accumulative Sewer Tally ,?Wfggj Address: 7 7� [�1� (�C� ` This PLM#:_N Fixture Value Previous Previous Credits Capped Fixtures Fixtures New New # Value Capped off value added # added total #s total Count off #s ciunt value values Baptistry/Font 4 Bath Tub/Shower 4 lacuz/Whpl 4 Cuspidor/Water Asp 1 r _ Dishwasher Commer 4 -' Dornest 2 Drinking Fountain 1 Floor Drain 2 inch 2 3 inch 5 4 inch 6 Garbage Disposal 16 Dom Ito 3/4 HPI Comm Ito 5 HPI 32 Ind lover 5 HPI 48 Oil Sep IGas Sta► 6 Shower Gang 1 Stall 2 Sink Bar 2 Bradley 5 Commercial 3 Service 3 Washer, Clothes 6 Water Ext 6 Water Closet 6 Urinal 6 TOTALS 5 U Total fixture values:__ divided by 16 = ` ' EDU HISTORY _ rPLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SVJR# PLM# EDU# SWR# PLM# EDU# SWR# FLM# EDU# SWR# PI_M# EDU# SWP# [TE WORK fY QF TIGARD 17E:RPIIT #. . ... SIT95 -@'r1Ev nAMUNIty DEVELOPMENT DEPARTMENT DATI_ ISSUED: 07/12/95- .3125 7/1 /9C.3125 SW Hall Blvd.Tigard,Oragon 97223.8100 (503)831)•4171 r L/ Sou 4q" I '/U PARCEL: &-Z.6 101 AD- 0300121 5I TL ADDRCSS. . . : UPDIVISICIN. . . . : WEST PORTLAND HEIGHTS ZONING: C--P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . �1 T'YPC OF WORF;:I,� PAVING?. . . . . . . . . sY RESP. NO. ; EXCV VOLUME. : �cy GRADING .. . . . . . . . .Y VALUE:. . . 4 : . 5450 r"ILI... VOLUME. : cy LANDSCAPING?. . . . :Y ENG FILL?. . . . . . ..N SITE PREP?. . . . . . ..Y SOILS RPI T READ` :N STORM DRAINS?. . . :Y IMPERV SURFACE. . : 16084 sf riern.srks : Constri.tction of a 10, 270 sys-tare foc,t office I-.;-til.ding !:,ITE Work Owner. ___ ._.___...___.._.._..._-----._._.__.._._____._.________________.__._...__ FEES STEVEN NOLBERG t ylae mama .(nt try date reapt 7407 SW HUNT CLUB ROAD EROS $ 80. 0121 JD 07/12/95 95-X67940 PRMT $ x-40. 00 J0 07/12/95 95 -267940 PORTLAND OR 97,223 `rPCT $ 11. 00 JD 07/12/95 95--267940 Phone tl : 244. 1611) PLCK t 143. 00 JD 07/12/95 95- cG7940 Contractor: S'TP114LEY KOLDERG 1 x;'415 NW HASKELL CT UNIT 7 PORTLAND OR 972;29 _- F'11Unr- #: G43-45---t $ 454. 00 T 0 T A L Peg #. . 3081.70; --- --- REQUIRED INSPECTIONS, This permit is issued subject to the regIllations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and ell other Excavation Insp applicable laws. All work will be e7re it accordance Nith Fill Inspection approved plans. This permit will expire if wmrk is not started Grading Ina p within 180 days of issuance, or if work is suspended for more Strm Drain Insip than 16? I'ays. Engineered gradi Fin,11 Ina)?e c t- i o n PermiLtee '. i Cali {o; inspection 639-4175 Commercial Sailding PermftAppfication-- City of Tigard 13125 SW Hall Blvd. / Tigard. OR 97223 c (503) 639-4171 �,� j ,5 2--1-JS 9 i �j/l f,d��9 rv/tn►C / Jobsite Address: I�rc�+�p-ronl s) fo 9 n+ Tenant: Sults 8 Office Use Only -S I '+r o:� Valuation: - - ` .- Planck/Rec.# ., t'` (�/S Permit,k�� ,, � > � Owner: S-rUVL l4�c�r3exYZ-{, Map & TL# T•� [O fi A Q-- Address: WAddress: 7 -7 S l-tv�,T r'-��2 t2fl . _Approvals Requlmd - Planning Phone: t`o .j " e4-I Engineering Other �� Contractor: Address: Type of const: V o o d PKo"t✓ Phone: _ Occupancy class.,. Sprinklered? Yes No :ontractor's license# (attach copy of current Oregon license) Sq. ft. of project:"-•=�P :ontact name & phone: Story (1 st, 2nd, etc.) 2 krchitect/Engineer: - Proposed use: PC-��"'t�� w°�-►�C''''r-� —• Address: i SOX 5!It, Previous use: PJ A P-4 C� Note: Plumbing & mechanical plans �`7U must be submitted at time of Phone: �n 8 2 -"a 4 ! 3 building permit application. )B DESCRIPTION: N l:"'Aj of �plicant Sigpr�ture & Phone number ceived by: �-� \>J� ��k t Gate Received: 2+ -aAL itL v �� ys-y .._ l May 4, 1995 CITY OF TIGARD OREGON Steve Koiberg Peterson Kolberg and Associates P.O. Box 510 Wilsonville, OR 97070 Project : Tigard Office Building - Plan Check #3--52C .12775 SW 69th tn `i Vi S k �.I rl•1� �✓ �u`t' ` l Subject_ : Building Plan Review (1991 UBC with Oregon z ,endments) II 11,L.e plans for this project were reviewed for conformity with applicable codes . Please submit the following items for completion oL' `he plan review process at your earliest convenience: (please note your revised plans were receives: after our review was completed: we will wait for your response to this letter and for further revisions before we .:e-review) . 1 . Submit complete site, grading, civil and erosion control plans for review. 2 . Indicate on the site plan all utilities - sewer, water, rain drains and parking lot drainage. Please submit a signage detail for the handicapped parking stalls (van accessible) . The pavement of each accessible parking space shall be clearly marked with the international symbol of accessibility to standards adopted by the Oregon Transportation Commission (Section 3104 (h) 2) . C . Accessible parking places and access aisles shall be located on a surface with a slope not to exceed 1 vertical in 50 horizontal (Section 3104 (8) 4) . �6 . Provide details for site curb sidewalk ramps per the requirement-3 of Chapter 31 . What is the volume of cut and the volume of fill in cubic 1� yards? Submit two sets of the sitework specifications . 13125 SW Holl Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 ----- Steve Kolberg May 4 , 1995 Page 2 q . Please complete the following forms and return to the Building Division. (Special inspections - regular grading, welding, approved shop?) . 1 10 . Submit TJI designs prior to framing inspection. Submit the Oregon Energy compliance forms for review. 1' The mens and womens restrooms shall comply with the following : 1 . The restrooms shall have a smooth hard nonabsorbent surface which extends upward onto the wall at least 5 inches (Section 510 (c) l) . i 2 . Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, hard nonabsorbent to a height of 4 feet, and except to structural elements, the materials used in such walls shall be of a type which is rot adv-rs ely affected by moisture (Section 510 (c) 2) . 13 , At least 50 percent of all public entries, or a number equal % to the number of exits required by Section 3303 (a) , whichever is greater, shall be accessible (Section 3106 (b) 3) . Since the occupant load for this building is 665, the south exit from the retail area needs to be accessible. i 14 . Provide the listing/reference number for the required one-hour fire-rated wall located at the north side of the building. 15) Submit mechanical and plumbing plans for review. 6. Draft stops shall be installed in floor-ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupancies so that the area of the concealed space does not exceed 1, 000 square feet and so that the horizontal dimension between stops does not exceed 60 feet (Section 2516 ( f) 4a (iii) ) . 17 . In a non-sprinklered building, the maximum distance between draft stops is 60 feet with the maximum square footage of 3 , 000 feet (Section 2516 ( f) 4B(iii) ) . Indicate the location and detail of such draft stops . $ . Submit details for the accessible restrooms . Steve Kulberg May 4 , 1995 P4ge 3 19 . Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arra pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Section 3109 (c) l) . 20 . The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment shall lie within at least one of the reach ranges specified ir, Section 3109 (b) , and not less than 36 inches above the floor . Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109 (c) 2 ) . C21 . Buildings or portions of buildings required to be accessible � shall provide accessible means of egress in the same number as required for exits by Chapter 33 . When an exit required by Chapter 33 is not accessible, an area of rescue assistance shall be provided (Section 3107 (a) ) . 4ZRelocate the attic insulation to the underside of the roof . `- deck or provide attic ventilation per Section 3205 (c) . 3 . Provide a roof drainage system per Section 3207 and the requirements of the Plumbing Code . 24 . Countertops and sinks shall be mounted at a maximum height of 34 inches above the floor (Section 3108 (d) 3 ) . See lounge 2C . 1 25 . Please clarify that second floor is all one tenant . If this is the case, specify use of room 219 and eliminate door 219A. If this is not the case, a rated corridor will be required. 6 . Key- locking hardware may be used on the main exit only (door 101) , if there is a readily visible, durable sign on or adjacent Sstating, TIDOOR MUST REMAIND DURING BUSINESS HOURS (Section 3304 (c) exception) A other doors to have lever hardware . 27 . Regardless of the occupant load, there shall be a floor or landing on each side of a door . Landings shall be level except for exterior landings . The floor or .landing shall not be more than 1/2 inch lower than the threshold of the door-way. The landing shall have a width not less than the width of the door . Landings shall have a length measured in the direction of travel. not less than 44 inches (Section 3304 ( i) and ( j ) ) . Provide landings at all of the south exit doors . Steve Kolberg May 4, 1995 Page 4 28 . All glazing within lobby 101 and stair 221 to be listed and labeled for a fire-protection rating of at least 3/4 hours (Section 3305 (h) 2) . 29 . Door 212 to be a 20-minute fire-rated assembly (Section 3305 (h) l) . 30 . All fire-rated docr assemblies to be self-closing with smoke gaskets (Section 3305 (h) l) . 31 . The maximum stair rise to be 7 inches and the( minimum tread to be 11 inches (Section 3306 (c) ) . 32 . The top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings (Section 3306 (j ) ) . Handrails are required on both sides of stairways 44 inches and wider. 3) . Except when enclosed usable space under stairs is prohibited by Section 3309 ( f.) , the valls and sof fit of the enclosed space shall be protected on thy? enclosed side as required for one-hour fire-resistive construction (Section 3306 (1) . 34 . When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314 (x) ) . X35 . Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for servicing in the following location: 1 . Duct penetrations through protective elements of fire- rate,' corridor walls . 36 . Submit seismic bracing and structural calculations for the mechanical equipmenton the roof which exceeds 500 pounds per unit . 37 . Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (Section 5406 (d) 1 , 6) . Also, any glazing in doors to be tempered. 38 . Provide valuation of site and grading work. Steve Kolberg May 4, 1995 Page 5 The following structural concerns are noted: 1 . Specify and detail the attachment of the brick veneer to the structure per the requirements of Chapter 30 . 1 Provide general structural notes and specify minimum requirements for all materials on the plans (psi of concrete, allowable soil bearing pressure, etc . ) Provide details and calculations foi the canopies/roof structures attached to the exterior of the building . 04 . Call out roof sh3athing per page 1 of the calculations - 5/8 inch plywood sheathing w/8d at 6"o/c edges and 12" o/c field. (I($ . Storage areas shall be limited to 50 pounds per square foot_ (posted) as the structural calculations did not design these areas for. 125 psf . 6 . Gridline D or sheet S1 calls for 6x6 columns . However, page 35 of the structural calculations calls for 3-1/2" x 3-1/2 " x k 1 1/4" tube steel columns below the second floor . Page 36 of the calculations calls for 4-#5 continuous rebar t for footings . Detail 1/S4 on sheet S4 calls for (4) - #4 continuous (similar for detail 2/S4 - cal(.:ulations calls for 3-45 rebar continuous) . Provide a lateral analysis and design for review. )t9 . Camber on glu-lams? �0 . Where is FB2 from sheet 13 of calculations? X1.1 What type of bolts are used? Detail glu-lam beams at exterior walls and headers . 3 . Where is detail 13/S4 referenced? Please make these corrections on the appropriate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for review. This plan review does not include electrical or plumbing plan reviews . Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171. extension 312 . Steve Kolberg May 4, 1995 Page 6 If you have any questions or concerns, please do not hesitate to call . Sincerely, Sd�Sco' t, P.E. Building Official DS:vih PRMSYS\DOCUMENT\BUP95_01.27\PCN352C.DOC ARCHITECTURAL PLAN REVIEW: 1. Suhntit complete site, grading, civil and,,erosion control plans for review. See drawing sheet A2.1 for site work requirements. /' Ap- Indicate on the site plan all utilities - server, .tater, rain drains and parking lot L_-- drainage. See drawing sheet A2. i for site work requirements. ';3. Please submit a signage detail for the handicapped parking stalls (van accessible). See sheet 13/A9 for handicapped parking signage detail. 4. The pavement of each accessible parking spare shall be rlearly marked with the international svinbol of accessibility to standard. adopted by the Oregon Transportation Commission (Section 3104 (h)2). See sheet 13/A9 for handicapped parking signage detail. 5. Accessible parking places and access aisles shall be located on a surface with a slope not to exceed 1 vertical in 50 horizontal (Section 3104 (g)4). This is essentially a flat site, we will not exceed accessible parking space slopes of I vertical to 50 horizontal. See grading* plan sheet A2. 1. 1� 6� Provide details for site curb/sidewalk ramps per the requirements of Chapter 31. See sheet 13/A9 for handicapped parking signage detail. 7. Hat is the volutne of cut and the volume of fill in cubic dards? The site is essentially flat with a minimal slope from east to west. We will not be removing any cut material. There may be some topsoil and backfill material brought in for finish grading. �t 8. Submit two sets of the sitework specifications. Set attached sitework specification at 8 112 x 1 1 format. �. Please complete the fidlowing forms and return to the Building Division. (Special inspection - regular grading, welding, approved shop). See attached Structural Special inspections form completed. 10. Submit "I Designs prior to framing inspection. TJI shop drawings will he submitted to City prior to framing. i'41. Submit the Oregon Energy compliance forms for review. Please bind attached the Architectural Building envelope form complctc. l he mechanical and electrical will be bidder designed and will he suhnutted at a later date. {'age 1 2. 77ie men's and women's restroonts shall comply with the fallowing: 1) The restrooms shall have a smooth hard nonabsorbent surface which extends upward onto the wall at least 5 inches (Section 510 (c)1). Sheet vinyl with coved 6" base, see 2/A7. 2) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface of Portland cement, concrete, ceramic tile or other smooth, hard nonabsorbent to a height of 4 feet, and except structural elements, the materials used in such wall,shall be of a type which is not adversely affected by moisture (Section 510(c)2). All toilet room walls will be painted with a high sheen oil base paint (2 coats). (13. At least 50 percent of all public entries, or a number equal to the number of exits required by Section 3303(a), whichever is greater, shall be accessible (Section 3106(b)3). Since the occupant load for this building is 665, the south exit from the retail area needs to be accessible. The occupant load for each floor of this building is around 50, 100 total. Our exits / and entries are clearl%, identified according to the main entry and secondary exits. There is no south entry or exit anci there is no retail area in this building. 14. Provide the listing/reference number for the required non-hour fire-rated wall (I, located at the north side of the building. 1 'rhe north outside wall that is with in 20'-0" of the existing property line is a equivalent 1-hour rated wall. We have 5/8" GAW13 interior, 20 studs 16" o.c., 112 ' structural plywood and 3 1/2" thick veneer masonry. This system has always met I-hour equivalency for exterior walls. 15. Submit mechanical and plumbing plans.for review. Mechanical and electrical plans are bidder designed and will be submitted at a later date. 1 to. Draft stops shall be installed in floor-ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupancies so that the area of the concealed space does not exceed 1,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet (Section 2516 (f)4a(iii)). See sheet A5 for first floor divisions of draft stops. 1 1. In a non-sprinklered building, the mLrinwin distance between draft stops is 60 feet with the maximum .square footage of 3,000 feet (Section 251609411(iii)) . Indicate the locate and detail of such draft stops. See sheet A6 for second floor attic dratt stop locations. Submit details for the accessible restrooms. See drawing sheet 12/A9. Page 2 l�. Handies, pulls, latches, locks and other operating devices on doers, windows, cabinets, plumbing fixtures and storage facilities shall have fever or outer shape permitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Section 3109(c)1). Yes, all hardware will he specified for ADA compliance. 0. The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment.shall be within at least one of the reach ranges specified in Section 3109(6), and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109(c)2). Yes, all services, electrical and communication devices will be for ADA compliance. 21. Buildings or portions of buildings required to be accessible shall provide accessible means of egress in the same number as required for exits by Chapter 33. When an exit required by Chapter 33 is not accessible, an area of rescue assistance shall be provided (Section 3107(a)). This building did not fall under the requirements of_"required accessibility" and therefore does not have the requirements for area of refuge. However, there are areas within the rated stair system for a person to wait. 22. Relocate the attic insulation to the underside of the roof deck or provide attic ventilation per Section 3205 (c). See revised location of insulation near roof decking. 1,23. Provide a roof drainage system per Section 3207 and the requiretnenrs of the Plumbing Code. See drawing sheet A2 for roof drainage system. 24. Countertops and sinks shall be mounted at a manirnum height of 34 inches above the floor (Section 310R(d)3). See lounge 2C. All toilet room sinks, toilets and accessories will he mounted according to ADA compliance. 2�. Please clarify the second floor is all or►e tenant. If this is the case, specify use of room 219 and eliminate door 219A. If this is not the case, a rated corridor will be required. At this time this space is scheduled to be part of the entire second floor tenant. We desire a separate rated entrance door 219 for convenience to our staff, page 3 Key-locking hardware ►nay be used on the main exit only (door 101), if there is a Z , readily visible, durable sign on or adjacent to the door stating, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" (Section 3304('e) exception). All other doors to have lever hardware. Yes, we agreed that all hardware except possibly door 101 will have lever hardware. . Regardless of the occupant load, there shall be a floor or landing on each side of a �27 door. Landings shall he level except for exterior landings. The floor or landing shall not be more than 112 inch lower than the threshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a length measured in the direction of travel not less than 44 inches (Section 3304(i) and (j)). Provide landings at all of the south exit doors. - Yes, we will comply with less than 1/2" thresholds and proper landings. We do not have any exits on the south side of the building. 8. All glazing within lobby 10/ and stair 221 to be listed and labeled for a fire- protection rating at least 314 hours (Section 3305 (h)2). See floor plans for relite ratings in I-hour walls drawings A3 and A4. .29. Door 212 to be a 20-minute fire-rated r-,ssembly (Section 3305(!t)1.). This door is now rated see A7 docr schedule. i All fine-rated door assemblies to be self-closing with smoke gaskets (Section 3305(h)1). All fire-rated dears will have closers and smoke gaskets. The maximum :tair rise to be 7 inches and the mirtinnnn tread to be 11 inches (Section 3306(c)). Stair detail 5 and 6/A9 call out minimum and maximum riser and tread dimensions. 32. 'lie top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings (Section 3306(1)). Handrails are required on both sides of stainvays 44 inches and wider. See deta;' /A9 for handrail compliance. Except when enclosed usable space under stairs is prohibited by Section 3309(n, the walls and:;o(jit of the enclosed space shall be protected on the enclosed side as required for one-hour fire-resistive construction (.Section 3306(l)). Areas below stairs are Dart of the crawl space and are used as access to the crawl space only. Page 4 134. When two or more exits are required from a room or areas, evil signs shall be installed at th-e required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314(a)). We plan on providing non--lit exit signs at the main entrance of the building and the exits into the back stair. b5. Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for servicing in the following locations. J. Duct perpetrations through protective elements of fire-rated corridor walls. Proper fire dampers in rated walls and ceilings will be installed. 36. Submit seismic bracing and structural calculations for the mechanical equipment on the roof which exceeds 500 pounds per unit. The 2 roof top mccl apical units individually weigh more than 500 pounds, and will structural be designed for seismic conditions. 7. Tempered glazing is required in fived or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (Section 5406(d)1,6). Also any glazing in doors is to be tempered. We will provide tempered glazing as required (Section 5406(4)1,6). 38. Provide valuation of site and grading work. We will provide this valuation when we have received our construction bids. STRUCTURAL REVIEW: 1. Specify and detail the attachment of the brick veneer to the structure per the requirements of Chapter 30. See 8 112 x 1 I attached description of brick veneer attachment. r 5. Storage areas shall be limited to 50 pounds persquare foot (posted) as the structural calculations did not design these areas for 126 psf. This room is not a storage room but will be used as a telephone room. Page 5 LLLi 1 May 26, 1995 '0Mr. David Scott, PE �• lt�' , :1� k 0 Building Official City of Tigard Tigard, Oregon ,,:,,I„ P1 RE Tigard Office BuilJina 17225 SW 69th Sleven J Entenrnnn, P E Dear Mr Scott, Uouglas8 501wnt T, PF Amon Johnson In response to your May 4, 1995 structural concerns on the above mentioned project, we offer the following: LuAnn Hawley item-1 Architect to respond. I Item-2 Will comply. See drawings. � fteLn__8 ( Will comply See drawings, calculations included. �i fte►rl___ Will comply. Calculations revised Item 5 Architect to respond. Item 6 6 x 6 will work because not taking second floor loads, just the roof. See page 34 of calculations ftem 7 #4's o.k. Calculations revised. Iterm-8 Will comply. Calculations enclosed. (ALI"NIA 19;.fn kise,W The Alnrnr l 1.) Item 9 40t3 ljli., 1S.I- Roof only See drawings, calculations enclosed ,fNMAr ORE--11 ,.�, SF a.:, Iters_1_Q ( F132 is on page, 12 of calculations w „ �n drawings. see Structural Notes See sheet S3. It�_1 Shown on details 7, 8, 11, 12 on sheet S4. r . Please call if you have any questions or if we can be of further assistance. Tim R. Froelich, PE PR GINE �. 95 oK�so 22. I Community Development ELECTRICAL PERMIT APPLfCATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # Permit # -LU' Phone (503) 639-4171 Date Issued CITY OF TIGARD FAX (503) 684 7297 Issued by TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development I r 1`I r '•a�'�'i l- Number of Inspections per permit allowed Address .F - '`� C'� / Service included, Items Cost(ea) Sum City/Stateblip /+f�f�J CJ, C9�G--GOA/ 4s. Residential-per unit 4 1000 nq It or less $11000 me or name of business Each on thereoal f sq 11 m Na ( � gonion eo _ $2500 1 Commercial ❑ Residential❑ Limned Energy, $25 DO 2 Farh Manuf d Home or Modular [bnelhng Service or Feeder $66 00 2a. Contractor installation only: 4b.Services or Feeders Installation,alteration or relocation 2 Electrical Contractor200��? �C/ErT/c'c r 200 amps or less $6000 2 J �1 201 amps to 400 amps $110 00 2 r Address !r r �• / 401 amps to 800 amps $12000 2 City lkl P.,L State_,J Zip �,/l _ 601 amps to 1000 am to $18000 _ 2 Phone N0. _ _ _ Over 1000 amps or vans $34000 _ 2 Contractor's License No. I L/ C. Reconnect only $5000 Contractor's Board Reg No. I o r;'h Al 7._. 4c.Temporary Services or Feeders Installation niteration,or relocation Signature of Supr. Elec'n^ 200 amps or less $5000 2 License No. Phone No. I 201 amps to 400 amps $7500 401 amps to 600 amps WOOD Over 600 amps 10 1000 Vons . 2b. For owner installations: see"h•above 4d. Branch Circuits Print Owner's Name „J_ )kr4 A. Nlav alterntion or extension per panel Address _ C;4 42L n)The lee for branch circuits with City Statel2_ Zip? Purchase of wrvke or feeder 1". Each branch circuit _ $500 Phone No._ _ %It r I,)The fee for branch circuits without The installation is be'ng made on property I own which is purchaM of strtvks or Asecier Me 2 Fac'branch ambit $3500 2 not intended for sale, lease or rent. _ Each additional branch arced f5 00 Owner's Signnture__,_! _ - ? 4e. Miscellaneous (St rvlca or feeder not included) 2 3. Plan Review section (if required): ` Each pump or irngabon circle $4000 2 Each sign or outline lighting $4000 Signal cimudfe)or a landed energy Please check appropriate item and enter fee in section 5B. panel alteration or extension _ ` $4t;00 4 or(Rare residential units in one structure Minor I.aMls f 10) WOOD Service and fernier 225 amps or more Syslom over 600 volts nominal 41. Each additional inspection over Classified area or structure containing special occupancy the allowable ir. any of the above as described in N E C Chapter 5 Per inspection $3500 Per hour _ $5500 In Plant S5500 Submit 2 sets of plans with application where any of the above apuly Not required for temporary construction services. 5, Fees: NOTICE 5a. }nter total of above tees $ 5 Surcharge(05 X total tees) $ Z PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subfofal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,JR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review If required(Sec 3) $ _ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED ❑ Trust Account M $ Balance Due $ ead'omWv`M�cAm rPD CITY OF TIGARD ELECTRICAL PERMIT — COMMUNITY DEVELOPMENT DEPARTMENT PE'('aTRI(✓'TC_D LR96-Y PERMIT #: ELR�)6—.004c 13125 SW Hall Blvd.Tigard,Oregon 97223.81gg (503)a3g-4171 LA TC ISSUED: 01/25/96 5/96 i2� � lea I Y PARCEL: :_:'S101AD--03000 �..; �:I TEw ADDRESS. . . : —fsfitfi YtE— SUBD I V I,1 ON. . . . : WEST' PORTLAND HEIGHTS ZONING:C--P BLOCK. . . .. . . . . . . .. L.OT. . . . . . . . . . . . . :S1 Pro.jiect Description : A. RESIDENTIAL.__._..__._..-__— B. AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING_ : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . . CLOCK. . . . . . . . . . . . MEDICAL. . . . . . . . . . . . . HVAC. . . . . . . . . . . . . . DNTA/TFLEw COMM. . . NURSE CALLS. . . . . . . . . VACUUM tiYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: I.JvAC. . . . . . . . . . . . . PROTECTIVE SIGNAL. . . X INSTRUMENTATION. : OTHER. . : ; TOTHL # OF SYSTEMS: 1 FE:VEN N.OL.BERG type _..._—¢,motilntY� by date r•eCpt 7407 SW HUNT CLUB RD PRMT $ 40. 00 CJS 01/25/9,C, 96 -w'75.,5v 5PCT s 110 CJS 01/25/96 96275353 � PORTLAND OR 97223 Phone #: Contractor: C $ 42. 00 TOTAL REQUIRED INSPECTIONS _ - -- /�i�rs`/u,,f, �J�. E_lect+ l ser-vire Phone # : E=lec.t+ 1 Final This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Per--m i t ee 5i gnat 1_rre r applicable Iaws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, cr if work is suspended for sore than 180 days. Issi_red By _(OWNE:'i 1NSTf;LLATION ONLY _._.._._...__._--____--___---_____. 'rhe installation :. s being made on property 1 own which is not intended for• rale, leas(a, or r-ent. OWNS:R+ G )I GNPTURE DATE: �.._ IIvSTAI._LATION AUTHOR I ZLI) SIGNATURE: a1� _ DATE: L 1 LLNSL NU: Call far• inspect ion — 69-4175 Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 PERMIT# ?Q6 Phone(503)639-4171 PATE ISSUED / _ 9� FAX(503) 684-7297 - - TDD No. (503)684-2772 CITY OF TIOARD Inspection (503)639-4175 ISSUED BY � �1� S�Li�,-r,il PLEASE COMPI.ETE ALL SECTIONS 1. LOCATION OF INSTALLATION /) 4. TYPE OF WORK RESIDENTIAL—Restricted Energy Fee. . . . . . . . . 540.00 Address (FOR ALL SYSTEMS) 0,1-c/ (044- City ;/ State Zip Check Tape of Work Involved: PERMi rS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems' IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR Ian DAYS ❑ Burglar Alarm ❑ Garage Door Opener' 2. CONTRAC ,O��R�A7PPYLICATION El Heating,Ventilation and Air Conditioning System' Contractor �`C `fr L- type L—V �'-"'G� ❑ Vacuum Systems" ./f, ❑ Other Address ///G' Date A/P ? COMMERCIAL—Fee for each system . . . . . . . . . S40.OD —_ (SEE OAR(l1 11-260-260) Property Owner /C�-l�eh _ Check Type of Work Involved: _- Contractor's Board Reg. No. 1 3 e L E ❑ Audio and Stereo Systems' i _ ❑ Boiler Controls Phone# �-? ,--dJ , �_ ❑ Clock Systems 3. OWNER APPLICATION ❑ Data Telecommunication Installations ❑ Eire Alarm Installation r ❑ HVAC Print Owner's Name Phone No ❑ Instrumental I,,!-. ❑ Intercom and Paging Systems Address ❑ Landscape Irrigation Control" City State Zip ❑ Medical This hermit Is issue(I under UAR 918.320.370.This aphlicanl agrees In make only ❑ Nurse Calls restrided energy installatinns(I of)volt amps m Iessl under this permit and to do the ❑ Outdoor Landscape Lighting' following: JQ Protective Signaling 1. Only use electrical licensed persons to do installations where required.(Certain residential and other transactions are exempt from licensing.These have ❑ Other asterisks("1.All others need licensing). 2. Call for an inspection when all or the installations under this permit are ready Ior inspection at 503.639.4175. ❑ Number of Systems 3. Purchase separate permits for all installations that are not ready for Inspection when the inspector is out to Inspect under this permit. •No Ilcenses are required. Licenses are r-quired for all other Installations. 4 Assume responsihility for assuring that all corm(tions required by the inspector are done,and 5. Assume responsibility for calling for a Ona)inspection when all of the corrections 5. FEES are completed. 1 he person signing for this permit must the applicant or a person a. Enter Fees $ Z161he authorized to bind the applicant. 7i b. S%Surcharge(.05 x total above) $_ (� Signature TOTAL $ / 2 Authority if other than applicant ENERGAP.CHP CITY OF TIGARD November 14, 1995 OREGON Petersen, Kolberg & Associates P.O. Box 510 29781 Town Center Loop West Wilsonville, Oregon 97070 Project: Tigard Office Bu ding BUP 95-0127 JOB NO. 121-75 Tigard, OR Subject: Electrical Plan Review The plans submitted were reviewed for conformity with the 1993 National Electrical Code(NEC)and the State of Oregon Electrical Specialty Code. The following was noted: 1. The 1993 NEC is the minimum electrical requirements. 2. The service grounding conductor should terminate on a (Ufer) rebar as per NEC article 250. The water lines and building steel should be bonded to the grounding system. 3. The listing instructions on the lighting fixtures may limit the number of fixtures per circuit. 4. There will he no water lines or HVAC vents overhead of electrical Panels. 5. Restricted Energy Electrical Permits required for Fire Alarm, HVAC controls, Security, and landscape irrigation system. 6. "Load Calculations" were not submitted with plans. Please Fax copy o, Load Calculations to this Office, fax (503) 684-7297 Please contact Michael Rudd to discuss the electrical notes at 503-639-4171 ext. #356. Thank you for your cooperation, Michael Rudd Electrical Inspector r 13125 SW Hall Blvd., Tigard, OR 9722.3 (503) 639-4171 TDD (503) 684-2712 - — CITY OF TIGARD l'ebruary 9, 1996 OREGON RE: Address Reassignment 2S 1 01 All 113000 We have found it necessary to change the address assignment at the above listed location. Effective immediately the new address is assigned as follows: Previous address New Address 127 %5 S.W. 69th Avenue 6969 S.W. Hampton `- Please make this change to your records. If you have any questions, please feel free to give me a call at 639-4171. Thank-you, Karleen M. Aichele Engineering Tec.1nir_ian '.akadd-m,rn 13125 SW Hall Blvd., Tigard, OR 9722.3 (503) 639-4171 TDD (503) 684-2772 TA BUILDINf, IT "CITY OF T I GARD PE R M I T -it. . . . . PERM . . : BUP9501, COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/1L-;.'/95 13125 SW Hall Blvd.Tigard,Oregon 972230199 (603)639-4111 PARCEL: 25101 AD--+13000 TE ADDRESS. . . ZLF" .jUBDIVISION. . . . . WEFT PORTLAND HEIGHTS ZONING. C-P 13LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .31 REISGUL; FLOOR EXTERIOR WALL CONSTRUCT101'," CLASS or WORK. :,NEW FIRST. . . . :5135 5f NsIHP 6: E: W: TYPE OF USE. . . .-�Otl 5ECOND. . . .5135 F,f PROTECT DPENINGS7-- TYPE OF CONUT. :5N THIRD. . . . . .f N. S: E: W: OCCUPANCY GRP. .12il' TOTAL------- : IQQ70 s ROOF CONST: FIRERET?: Y OCCUPANCY LOAD: 107 BASEMENT. : Sf AREA SEP. RATED: OTOR. "-' I IT. -25 -Ft GARAGE. . . . s f OCCU SEP. RATED: BG MT ? t N MEZZ? :N RrEOD SETBACKS- FLOOR LOAD. . . . :30 psf LEFT: I I ft RGHT: 10 ft F I P SPKL%.N !3 M 0 11% DCT. . :r,i DWELLING UNITS: FRNT: ft REAR: 19 ft PIR ALRMiN HNDICP ACC:Y BLJDRM` DATHS. IMP 33URFACEil6(:x,40 PRO CORK:Y PARKING: VALUE. It : 467973 C0r)Str-LtC'tion oF a 10, 170 5q'-1a1'e f0ot office bLli ld i rig .,in e FLES ,'EVEN KOLSERG type arno�int by date vecpt i07 SW HUNT CLUB ROAD -RMT $ 1353. 00 JD 07/12/F) '35 ZG7043 PL,:K $ 879. 45 DST 03/23/95 95--j,6 9 1 IRTI_i7itll) OR 1)74:2123 r-I RE 1 541.. 9-0 L S,T 03/23!9-3, 1-)5-2 r, 'Z.,r)I ,lne #: 2A4-1649 ;PGT $ 67. 65 JD 07/12/95 95-267943 EROG f 1 .76. 00 jD 07/12,195 ')!52_'67 )43 untrmictov,: $ 44. 20 JD 07/12/95 95267943 ANLLY KIOLBERG ERFIC $ 44. 41 JD 07/1,2/95 ')5--22 G 7 94 3 ,415, NW HASKELL. CT UNIT 7 SWM $ 639. 35 JD Q?17/12/95 9J-2'67943 Aciditional fees not shown here. . . . . . . . . jRTLAND OR 97229 one (1,143 4535 $ 27710-. 43 TOTOL 308175 -------- REQU I RED I NSPECT I ON'S) s permit 15 issued subject to the regulations contained in the Framing Insp Igard Municipal Code, State of Ore. Specialty Codes and all other Insulation Insp applicable laws. All work will be done in accordance with Gyj.) Boar-c! Insp --,-roved plats, This permit will expire if w:rk is not started GUS;) Ceilng ITISP -thin 181, days of issuance, or if York is suspended for tore Final Inspection an 180 days. P e i-m i t.t Call for- inspection 639-4175 ` Commercial Building Permit lication City of Tigard 13125 SW Hall Blvd. i igard, OR 97223 p S (503) 639-4171 '� Jobsite Address:_I�r�' `P?"N 9 �+ , 6,/C Office Use Only v f Tenant: Suite #t Valuation: �+ Permit # Owner: S r�=v� lc c� ►3C�Y� �-r 1f7�Z -CL� `j Map & TIL# Z'--& (01 A 0 - (.9300 Address ,747 s c...j (-i-tiN"r cc. %j es l2dJ , Approvals Required -- - -- Planning Phone: ~ Engineering Other �ON-,k l) Contractor: -', -v )-�- Address: `l type of const: rXo a 0 rW#ft"F Phone: Occupancy class:_ _ Sprinklered? Yes (`� Contractor's License f (attach copy of current Oregon license) Sq. ft. of project: 11 Contact name & phone: Story (tst, 2nd, etc.) z- Architect/Engineer: (I(=7("25e*J Proposed use: nV--71r--16 E Address: C 6'. 36X I o Previous use. tti a1-J C Note: Plumbing & mechanical plans I,�►r c t �ti�t c_ 4;7 + 0/L �-]U 7d must be submitted at time of Phone: building permit application. � � ? -� � ! � JOB DESCRIPTION: aw `f I c 8 F--T. r1 Applicant Signature & Phone number c✓ Received by: Date Received: ��_ Permit # Account Description Amount Amt. Pd. Bal. Due , Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ _ — Mech. Permit (MECH) State Tax (TAX) �) Bldg: — Plumb: Mech: _ y. Plan Check (PLANCK) &.ust.:_ v �� 1 Bldg: Plumb: Mech: _ Sewer Connection (SWUSA) Sewer Inspection (SWINSP) -- Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF JIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) ��:�� - "� -AP0 Water Quality (WQUAL) .�_ Water Quantity (WQUANT) _ Fire Life Safety (FLS) Erosiov Cntrt Permit !ERPRMT) Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) —_ 3 z TOTALS: 4 July 19, 1995 Steve Kolberg Peterson Kolberg and Associates P.O. Box 510 Wilsonville, OR 97070 Project : Tigard Office Building - Plan Check #3-52C .12775 SW 69th 1,111 ,l ,' le L I Subject : Building Plan Review (1991 UBC with Oregon Amendments) The pl;:ns for this project were reviewed for conformity with applicable codes . Please submit the following items for completion of the plan review process at your earliest convenience : (Please note your revised plans were .received after our review was completed: we will wait for your response to this letter and for further revisions before we re-review) . 1 . Submit complete site, grading, civil and erosion control plans for review. 2 . Indicate on the site plan all utilities - sewer, water, rain drains and parking lot drainage . 3 . Please submit a signage detail for the handicapped parking stalls (van accessible) . 4 . The pavement of each accessible parking space shall be clearly marked with the international symbol of accessibility to standards adopted by the Oregon Transportation Commission (Section 3104 (h) 2) . 5 . Accessible parking places and access aisles shall be located on a surface with a slope not to exceed 1 vertical in F;0 horizontal (Section 3104 (g) 4) . 6 . Provide details for site curb/sidewalk ramps p,�r the requirements of Chapter 31 . 7 . What is the volume of cut and the volume of fill in cubic yards? 8 . Submit two sets of the sitework specifications . Steve Kolberg July 19, 1995 Page 2 9 . Please complete the following forms and return to the Building Division. (Special inspections - regular grading, welding, approved shop?) . 10 . Submit TJI designs prior to framing inspection. 11 . Submit the Oregon Energy compliance forms for _aview. 12 . The mens and womens restrooms shall comply with the following: 1 . The restrooms shall have a smooth hard nonabsorbent surface which extends upward onto the wall at least 5 inches (Section 510 (c) l) . 2 . walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, hard nonabsorbent to a height of 4 feet, and except to structural elements, the materials used in such walls shall be of a type which is not adversely affected by moisture (Section 510 (c) 2) . 13 . At least 50 percent of all public entries, or a number equal to the number of exits required by Section 3303 (a) , whichever is greater, shall be accessible (Sec+_ion 3106 (b) 3) Since the occupant load for this building is 665, the south exit from the retail area needs to be accessible . 14 . Provide the listing/reference number for the required one-hour fire-rated wall located at the north side of the building. 15 . Submit mechanical and plumbing plans for review. 16 . Draft stops shall be installed in floor-ceiling assemblies of buildings or portions of buildings used for other than dwelling or hotel occupancies so that the area of the concealed space does not exceed 1, 000 square feet and so that the horizontal dimension between stops does not exceed 60 feet (Section 2516 (f) 4a (iii) ) . 17 . Tn a non-sprinklered building, the maximum distance between draft stops is 60 feet with the maximum square footage of 3 , 000 feet (Section 2516 (f) 4B (iii) ) Indicate the location and detail of such draft stops . 18 . Submit details for the accessible restrooms . Steve Kolberg July 19, 1995 Page 3 19 . Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Section 3109 (c) 1) . 20 . The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment shall be within at .least one of the reach ranges specified in Section 3109 (b) , and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109 (c) 2) . 21 . Buildings or portions of buildings required to be accessible shall provide accessible means of egress in the same number as required for exits by Chapter 33 . When an exit required by Chapter 33 is not accessible, an area of rescue assistance shall be provided (Section 31.07 (x) ) . 22. . Relocate the attic insulation to the underside of the roof deck or provide attic ventilation per Section 3205 (c) . 23 . Provide a roof drainage system per Section 3207 and the requirements of the Plumbing Code . 24 . Countertops and sinks shall be mounted at a maximum height of 34 inches above the floor (Section 3108 (d) 3) . See lounge 2C. 25 . Please clarify that second floor is all one tenant . If this is the case, specify use of room 219 and eliminate door 219A. If this is not the case, a rated corridor will be required. 26 . Key-locking hardware may be used on the main exit only (door 1.01) , if there is a readily visible, durable sign on or adjacent to the door stating, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" (Section 3304 (c) exception) . All other doors to have lever hardware . 27 . Regardless of the occupant load, there shall be a floor or landing on each side of a door. Landings shall be level except for exterior landings . The floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a length measured in the direction of travel not: less than 44 inches (Section 3304 (i) and (j ) ) . Provide landings at all of the south exit doors . Steve Kolberg July 19, 1995 Page 4 28 . All glazing within lobby 101 and stair 221 to be listed and labeled for a fire-protection rating of at least 3/4 hours (Section 3305 (h) 2) . 2.9 . Door 212 to be a 20-minute fire-rated assembly (Section 3305 (h) 1) . 30 . All fire-rated door assemblies to be self-closing with smoke gaskets (Section 3305 (h) 1) . 31 . The maximum stair rise to be 7 inches and the minimum tread to be 11 inches (Section 3306 (c) ) . 32 . The top of handrails and handrail extensions shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings (Section 3306 (j ) ) . Handrails are required on both sides of stairways 44 inches and wider. 33 . Except when enclosed usable space under stairs is prohibited by Section 3309 (f) , the walls and :soffit of the enclosed space shall be protected or the enclosed side as required for one-hour fire-resistive construction (Section 3306 (1) . 34 . When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314 (a) ) . 35 . Fire dampers complying with the requirements of UBC Standard No. 4307 shall be installed and be readily accessible for servicing in the following location: 1 . Duct penetrations through protective elements of fire- rated corridor walls . 36 . Submit seismic bracing and structural calculations for the mechanical equipment on the roof which exceeds 500 pounds per unit . 37 . Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (Section 5406 (d) 1 , 6) . Also, any glazing in doors to be tempered. 38 . Provide valuation of site and grading work. Steve Kolberg July 19, 1995 Page 5 The following structural concerns are noted: 1 . Specify and detail the attachment of the brick veneer to the structure per the requirements cf Chapter 30 . 2 . Provide general structural notes and specify minimum requirements for all materials on the plans (psi of concrete, allowable soil bearing pressure, etc . ) 3 . Provide details and calculations for the canopies/roof structures attached to the exterior of the building. 4 . Call out roof sheathing per page 1 of the calculations - 5/8 inch plywood sheathing w/8d at 6110/c edges and 12" o/c Meld. 5 . Storage areas shall be limited to 50 pounds per square foot (posted) as the structural calculations did not design these areas for 125 psf . 6 . Gridline D or sheet. S1 calls for 6x6 columns . However, page 35 of the structural calculations calls for 3-1/2" x 3-1/2" x 1/4" tube steel columns below the second floor. 7 . Page 36 of the calculations calls for 4-#5 continuous rebar for footings . Detail 1/S4 on sheet S4 calls for (4) - #4 continuous (similar for deti,31 2/S4 - calculations calls for 3-#5 rebar continuous) . 8 . Provide a lateral analysis and design for review. 9 . Camber on glu-lams? 10 . Where is FB2 from sheet 13 of calculations? 11 . What type of bolts are used? 12 . Detail glu-lam beams at exterior walls and headers . 13 . Where is detail 13/S4 referenced? Please make these corrections on the appropriate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for review. This plan review doe,3 not include electrical or plumbing plan reviews . Electrical concerns can be directed to Washing-:--on County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . Steve Kolberg July .19, 1995 Page 6 If you have any questions or concerns, please do not hesitate to call . Sincerely, David Scott, P.E. Building Official DS :wh PRMSYS\DOCUMENT\SUP95 01.27\PC#352C.DOC CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL Foundation Water Line Coiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Meeh. PIbg.Und/FIrlSlab Plbg.Top Out Insulation Elect. Post/Beam Struct. Mech. Ro-gh-in Gyp. Bd. E31dg San. Sewer Gas Line Appr/Sdwlk reins. Other: � P.M.-F- --- A.M- Ent Date: "�-Z'L. Address: _ �---�- —----- Ste:-__. MST: Tenant: ._ j 1 MEC �i �.7 � MEC: Con PLM: - ')O" O< Ag::, ELC: _�--- THE FOLLOWING iQNS ARE REQUIRED: ELR: _— — CAP Inspector: _ ------ PPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639.4171 Footing Pain Drain Cover/Service FINAL: Foundation Water Line Ceiling umb Post/Beam Mech. Shear/Shaath Framing Mech. PIhq.Und/Flr/Slab Plhg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. San. Sewer Gas Line Appr/Sdwlk Reins. Oth6r: — �J..Q, J � Date: 3 _ A.M.�te: w;PMEntAm:ress: ry�Tenant: T: -- Con/Own: L�- BLIP. 1�� _- MEC: — 9 D , - r^ Cv (� PLM:THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: 1E e �ecei 10 Inspe Date: APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO E.LECTRICr�L PERMIT V CITY OF TIGARD DArE:IISSUED: 11/09/95 COMMUNITY DEVELOPMENT DEPARTMENT 13125 8W Hall Blvd.Tigard,Orpon 97223•atii0 503)030.4171 '/ Fc'ARCEI—: 2 a 101 AD—03000 1TE: ADD It l'.S`5. . . �6 �e� � r�ris (L 91i iJ)_ID I V I S I ON. . . . : 14EST PORTLAND HEIGHTS ZONING:C-P 1.00K. . . . . . . . . . e LOT. . . . . . . . . . . . . :3 1. r o jest Description: Three services or feeders 200amps or less, one 401--600 ,m and, 60 branch circl.Ai _._.._RESIDENTIAL UNI f.---.- 'GR VC/FEEDERS- -- _ ------MISCELLANE01':,---- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . . 41 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 500SF. . . : Pi 201 - 400 ,imp. . . . . . . : 0 SIGN/OUT LINE LTG. .- 0 LIMITED ENERGY. . . . . s 0 401 - 600 amp. . . . . . . : v+ SIGNAL_/PANE'L. . . . . . . : 0 IvIANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR I.-ABEL ( 10) . . . w --------SERVICE/FEEDER------- -•---BRANCH CIRCUITS------- ---ADD' L INSPECTIONS- 0 NSPECTIONS-0 - 2,0121 amp. . . . . . : 3 W/�GI..'RVICE OR FEEDER: 60 PER INSPE'C'TION. 201 - 400 amp. . . . . . : 0 1st W/0 SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 - 61DO amp. . . . . . : 1 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amo. . . . . s 0 -.-________---_____PL_AN REVIEW SECTION---------------- 1.000+ amp/volt. . . . . : 0 ) =4 RES HNITS. . . . . . . . : > 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR ; _ 225 AMPS. . s X CLASS. AREA/SPEC OCC. : Owners --------.______._.___._.___.._________._---__ .___._..____.___._._ FEES TED MEEKER ELELCTRIC type amol-int by date recpt F10 BOX 788 PRMT $ 600. 0' CJS 11/09/95 95 272675 PL CK $ 150. 00 CJS 11/09/95 95-27''67`:1 NEWBURG OR 97132 5)PCT $ 3121. 00 (7-JS 11/09/95 95-27i-R675 Phone #: Contractor: CONTRACTOR NOT oi\i r I l-C. t 780. 00 TOTAL_ ------- REQUIRED INSPECTIONS ---_- Ceiling Cover Ele,_trical Servi Phone M: Wall Cover Electrical Final Req tl. . _ This perait is issued subject ti the regulations contained in the .......... Tigard Municipal Cede, State of tire. Specialty Codes and all other Permittee Si gnat�.1re applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is susoended for more thar. 188 days. Iss'.led By _.....__ _ ......_..__.__.___CIWhIrR INSTALLOTION The installation is being made on property I own which is not intended f : r sale, lease, or rent. OWNF R' !; SIGNATURE- . INSTALLATION SIGNATURE OF 3UPR. ELEC' hl: On Q�,L7' V-- DATE- LICENSE ATE:LICENSE NO: Call for i uc:l.,ec t. r cin - 639-4175 J Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # I (— I C" Permit # -/_/' os3�oi Phone (503) 639-4171 Date Issued 7t` _ CITY OF TIGARD FAX (503) 684-7297 Issued by �',nr ,s TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedute Belcr Name of Developmertl/� �t` �� Wimber of Inspections per permit allowed Address / / �� 4 Service included Items Cost(ea) Sum City/State/Zip 7i � 4a. Residential-per unit a Er f� 1000 M It of 64" S"000 Name (or name of business) T r;5�7,1/ /1JL� Each additional 500 q It or — , -- portion thereof $2500 Commercial❑ Residential❑ Limited Energy $2500 _ f ach Manul'd Moms or Modular 2 Dwelling Service or Feeder See 00 2a. Contractor installation only: 4b.Services or Feeders Installation,alteralxon,or relocation ��-� Electrical C ntr/a]ctorm oe _ __ 200 amps or leas � SIX)00 / AddreSS �()L"J,�' � >`J 201 amps to 400 amps $8000 d 401 amps to 800 amps = $12000 City _f�� pr- _ State f > ZI 801 amps Io 1000 amps $18000 _ 2 Phone No Over 1000 amps orvolte $34000 Contractor's License o. Reconnect only $5000 Contractor's Board Reg. No. /01(') 4c Temporary Services or Feeders luntallatxon.alteration,or relocation 2 Signature of Su r. Elec'n 200 amps or less $5000 2 License NO. APhone No. 1 201 amps to aoo amps $75 00 2 --s[' 401 amps to 600 amps $10000 Over 600 amps to 1000 volts 2b. For owner installations: ase*b"above 4d. Branch Circuits Pnnt Owner's Name New,alteration or extension per panel Addresse)The fee for branch circuits with City State Zip v purchase of service or header A" / 7 o ? Fach hi inch circuit 12— $500 Phone No. b)The fee for branch circuits without The installation is being made on property I own which is purchase of savlcs or ttireder fee. 2 not intended for sale. lease or rent. First branch drcult $3500 _ Each additional branch circuit $5 00 Owner's Signature __ 4e.Miscellaneous (Service or feeder not included) 2 ? Plan Review section 'lit required): Each pump or irrigation cords $4000 Esch sign or outline Itghling 140 00 Sand circuit(s)or a limited energy 2 Plea se check appropriate Item and enter fee in section 5B. panel,rlteration or extension $4000 4 x more residential units in one structure Minor Labels(10) 5 100 00 L/Selvlce and feeder 225 amps or more �i::!3m over 600 volts nomin&l 4f. Each additional inspection over Classified area or structure containing sracial occupancy :to alt,)wable in any of the above as described in N E C Chapter 5 per ins„acbon $3500 Per nour $55 00 In Plant �- $5500 Submit 2 sets of plans with application where any of the above a(. ly. Not required for temporary construction services. 5. Fees: NOTICE 5s. En!er total of above fees $ k, 5%Surcharge(05 X total fees) $ O E PERMITS BECOME VOID IF W'JRK OR CONSIRUC TION suhrot+t $ Z AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25%of line A forp;an RPNAW if required(Sec 3) ` ISO(' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR subrotaf $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 'S COMMENCED ❑ Trust Account k $ Balance Due $ waRxwrdeN•X-Pm�