The URL can be used to link to this page

9475 SW LOCUST STREET CA�, 19-6-4 37-11 -8 , , AZ 62-3-4 7-11 -4 _ p I (00 - - I, -- i � I � I I j I I I I I i � I i ii I i. I i I I II I I ! i � ;� sr•[. --_-_- O o I _ _ I _ -roCNflC D!�p x TF pq e1 - o a,q t ©r!F 4 C.a' rt A i T1 C. k F-2 A M G E �. I 9 �o,s T$ (t.V f X_ e� ,t de. 0 pp j Coc OOC IL 00- r i I M I 1 � I 4(A �`° 3 o9 ,'� i 1 P -01 M 1 - I 9-7-4 - , I I I I I j I ' , ' I ' I O - �•��y,� � 1 PRECISION ROOF TRUSSES "4C , �, , I I h 11 I 1 `150 SE SENNIFE'R ST ,- — �_ �: - - -- p.. s_ k_ _. - - - - --t---- CU�CKAMAS, OR 9701 ,5 CTION 2 FE �, 14 NER i _ �_ -- ---- -- ---- -- -- --------- __ - - -- _ -- ___ z--- 343.7 tUALITY AUDITED VY � a � "AMBER PRODUCTS INSPECTION. INC, 19-3-4 25-5-8 24-6-8 12-11-8 21-64 r N M i t I OEM I Precision Roof Trusses -- ------------------- -Name: Uescriplion: kidress: Job: I Telephone: super 1 motels Phoenix Addition Fax: lcler hone: —_--- _ -- --- ...__—._ - - -- - - ---- -- -— - Scoic: 1 : 125 Date: X11��q9.. --- �L►awn By: GC�__ i wow 7.7 ._ ,. ;171 I 1 f I_i1-1 _ 1 , IIIIIIIT " ? - f111I1.T1 Cf T TI" OTICE: IF THE PRINT OR TYPE ON ANY IIIIII ( ) TF1 �T1T-1I �IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 6 I1II IL 1I I11I 11I 11I II ,. 12 IT IS DUE TO THE QUALITY OF THENo.36 ORIGINAL DOCUMENT E Z IOWAN I;1 IIII 111111 (llillliLLII .IIIIIIIIIIiIIIiIIL(1 111 1.11 U ILILI 111111.1.1IIIIIII.lilli. IIII1111IIIIiIiiIIIIIIII LII IIIIIIil .llllllll .ILIIIIIIIIII _Llll.11ll 111( 111 (.Illil(111111111 l 1L( l� llllfl�ll ,�� ► p�t�fI � Aib 7•.4 rye,+ „4 i 4�, �. ;it ,�J � (, - ♦ ! 4 4 Li i r •:.f, x r 06 AL IN ! Y NNW !lkl,k ,di �I44 ,' r r fit r ` x w„sy ! , 1 4' �D�� PRECISION ROOF TRUSSES, Inc. 11660 S.E.Jennifer Strop t (jT't OF TIGAHD Ciackemed,Oregon 97016 (603)6662983 ApprOVed,...... ..__- Condltionaliy Approved......... ....-....... �. Fonly th.o work as described in: - or PERMIT NO. -& See Letter to: 1=ollo%N.. .........-------- Attach ._. --.. Job Address:-- q� By'-- —___ Date: January 24, 2000 Phoenix Inn Addition — Super One Inc. Truss Engineering Submitted by: Precision Roof Trusses, Iirc. 11550 SE Jennifer Street Clackamas, Oregon 97015 (503) 656-2983 Contact: Gary Graves Ext. 139 PRECISION ROOF T L-o i)JC. 11550 SE JENNIFER ST. CLACKAMAS, OR 97015 GT= U.B.C. SECTION 2343.7 ® NER-OA275 TMM PRODUUM INQwAMMwwBY SPEt;TION,INC. RFC �.XVF% JAN 2 5 2000 i G!TY OF TIGARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM?_2 0-00001 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 01118/2000 PARCEL: 1 S 126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE. TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG CLASS OF WORK: ADD GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: COM WASHING MACH: BACKFLOW PREVNTRS: 3 OCCUPANCY GRP: R1 FLOOR DRAINS: 7 TRAPS: STORIES: 2 WATER HEATERS: 2 CATCH BASINS: _ FIXTURES LAUNDRY TRAY;.: SF RAIN DRAINS: SINKS: 12 URINALS: 2 GREASE TRAPS: LAVATORIES: 49 OTHER FIXTURES: 3 TUB/SHOWERS: 48 SEWER LINE: ft WATER CLOSETS: 50 WATER LINE: ft DISHWASHERS: RAIN DRAIN: ft Remarks: Plumbing work associated with 45 unit addition to existing motel. Sewer permit (SWR2000-00007)to be paid prior to issuance. _ FEE S Owner: Type By Date Amount Receipt VIP MOTOR INNS INC PRMT GEO 01/18/200C $2,089.00 00-321204 29757 SW BOONES FERRY RD PLCK GEO 011'.8/2000 $52.2.25 00-321204 WILSONVILLE, OR 97070 5PCT GEO 01/18/2000 $167.12 00-321204 Total $2,778.37 Phone 1: 503682-9284 Contractor: _ TAPANI PLUMBING 21707 NE 206TH AVE PO BOX 1458 REQUIRED INSPECTIONS BATTLEGROUND, WA 986'.14 Top-out Insp Phone 1: 206-687-3983 Rain Drain Insp Reg#: LIC 00060958 Final Inspection PLM 37-269PB ORIGINAL This permit is issued subject to the regulations contained in the -figard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if wort; is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notificdtion Center. Those riles are set forth in OAR 952-0001.0010 through OAR 952-0001-0080. You may obtain copies of these rule or direct questions to OUNC by calling (503) 246-1987. Permittee Signature Issued By� � � Call (503) 639by 7:00 P.M. for an inspection needed the next business day CIT'r OF T'ARD Plumbing Permit Applicatil)n Plan Check# �--? ;y C 13125 SW HALL BLVD. Coriilrercial and Residential Recd By K 3� TIGARD, OR 97223 Date Recd 0 �r 9 (503) 639-4171 Dale to P.E. gem�;A -? Print or Type Date to DS G Incomplete or illegible applications will not be accepted Permit# 4 Vic/ !u Q (� Relined SWR# �Gixr oer 1- /'1�1�7 9-(",-)J/ 7 Called e of Development/Project FIXTURES (individual) QTY PRICE All Job N LUQ f1 i {. V) r1 Sink - 11.50 7 Address Sire 7A e Suite Lavatory 11.50 (1�/ -,) r 0C Lk S 'T _ Tub or Tub/Shower Comb 11.50 - Bldg# t City/State Zip Shower Only 11.50 --- - Water Closet 11.50 Name .� ' _- Urinal 11.50 Owner Mailing Address Suite Dishwasher 11.50 R Garbage Disposal 11.50 City/State Zip Phone S V � Laundry Tray 11.50 -- C Washing Machine 11.50 Na � 1 i , C' V I `�L. I kmf Drain/Floor Sink 2" 11.50 T Occupant Mailing Address Suite N rs QA lk 11.50 4" 11.50 City/State Zip Phone Water Healer O conversion O like kind 11.50 Name Gas piping requires a separate mechanical permit. Z" ^Iii,1141-3 1 VL1�1 tit 1 MFG Home New Water Service _- 32.00 Contractor Mailing Address Suite -74 Q MFG Home New San/Storm Sewer 3200 < Hose Bibs 11.50 Prior to permit ;ity/State Zip" y 60,/ Phone Roof Drains 11.50 ssuance,a copy ` . t Drinking Fountain 11.50 of all licenses are Oregon Const Cont.Board Lic# Exp.Date required if )C' _ .V Other Fixtures(Specify) 15.00 expired In COT Plumbing l"ic Exp.Date txr A t b 1t'_ uL1 database 1 5-4-Z-0-0 Name Architect Sewer 1st 100' - 38.00 or Mailing Address Suite Sewer-each additional 100' - 32.00 Water Service-t sl 100' 38 00 Engineer Cily/Stale Zip Phone - Water Service-each additional 200' 3200 Describe work to be done. Storm 8 Rain Drain-1st 100 39.00 New O Repair O Replace with like kind: Yes O No O Storm 8 Rain Drain-each additional 100' 32.00 Residential O Commercial 0 - _-_ Commercial Back Flow Prevention Device 32.00 Additional description of work. -- * � Residential Backflow Prevention Device" 1900. c _&.)-i r1V}'tel.L A_ 1111 t-r1 t,�_ Catch Basin 11.50 Are you capping,moving or replacing any fixtures? In.,p of Existing Plumbing or Specially Requested 50.00 Yes O No O -Inspections per/hr If yes,see back of form to indicate work performed by Rain Drain,single family dwelling 45.00 fixture. FAILURE TO ACCURATELY REPORT FIXTURE Grease Traps 11.50 _WORK COULD RESULT IN INCREASED SEWER FEES. QUANTITY TOTAL I hereby acknowledge that I have read this application,that the Informcuun /7 2� *Sy given is correct,that I am the owner or authorized agent of the owner,and Isometric or neer diagram is required N OuaTotal is �9 - that plans submitted are in complian with Oregon Stale Laws. 'SUBTOTAL v�y Signature 00wner ci it t ( - Date - - 8%SURCHARGE Conjagt I e one Phone 4,, ' � i _+ ""PLAN REVIEW 25%OF SUBTOTAL 1 BATH HOUSE=178.00 Required oil iYd lixlure qty total is>9 TOTAL 2 BATH HOUSE$250.00 3 BATH HOUSE$286.00 - - (This fee Includes all plumbing fixtures In the dwelling and the first 'Minimum permit fee is$50+8%surcharge except Residential Backflow Prevention 100 feet of sanitary sewer storm sewer and water service) Device.which Is$25+81/.,surcharge "All New Commercial Buildings require plans with isometric or riser diagram and plan review I Wststrormslplumapp doc 12/17199 PLEASE COMPLETE: Fixture Type Quantity by Work Performed New Moved Replaced Removed/Capped Sink ✓ /-Z- Lavatory V 4q _ Tub or Tub/Shower Combination ✓ __ Shower Only Water Closet Urinal v Dishwasher Garbage Disposal Laundry Room Tray Washing Machine Floor Drain/Floor Sink 2" 3" 410 Water Heater _ V '-Z— Other ZOther Fixtures (Specify) COMMENTS REGARDING ABOVE: I v1^,1'.11 iii•.' lilm n(1dr), 12/17194 SEWER CONNECTION PERMIT CITY OF TIGARD DEVELOPMENT SERVICES PERMIT#: SWR2000 00007 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 01/18/2000 SITE ADDRESS; 09575 SW LOCUST ST PARCEL: 1S126DC-04500 SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG _ TENANT NAME: PHOENIX INN USA NO: FIXTURE UNITS: 652 CLASS OF WORK: ADD DWELLING UNITS: 38 TYPE OF USE: COM NO. OF BUILDINGS: INSTALL TYPE: BUSWR IMPERV SURFACE: Remarks: Sever permit for 45 unit expansion to existing motel. Current fixture count is 848, add 652 = 1500 fixtures. Current EDU count is 53 add 41 = 94 EDUs. Credit for Demo of two (3) SFD and one (1) office bldg. Credit for 3 EDU's for demos. Owner: FEES VIP MOTOR INNS INC 29757 SW BOONES FERRY RD Type BY Date Amount Receipt WILSONVILLE, OR 97070 PRMT GEO 01/18/200C $87,400.00 00-321204 Total $87,.:^9.00 Phone: 503682-9284 Contractor: Phone: Reg#: Required Inspections 0PAI GINAL This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a"Tap and Side Sewer' Permit and the Agency will install a lateral ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 YOU may obtain copies of these rules or direst questions to OUNC by calling (503) 246-1987. ,A ci 1 Issued by: �Z�__— Permittee Signature: _ 75 by 7:00 P. Call (503) 639'2 M. for an inspection nee=ded the next business day Accumulative Sewer Tally Tena,�t Name: �CEN)I �''�> This SWR# d16c0 -enco'r Address —d7 .1 U . 1.-t C-O.`jr This PLM#:o�coo - Coeel / Fixture Value Previous Previous Credits Capped Fixtures Fixtures New total New - # Value Capped off value added # added #s total Count off#s count value values Baptistry/Font _ 4 _ Bath - Tub/Shower 4 g _ -JacuzziM/hiripool 4 Car Wash- Each Stall 6 - Drive Through 16 _ CuspidorM/ater Aspirator 1 Dishwasher- Commercial 4 - Domestic 2 _ Drinking Fountain 1 E:ye Wash 1 Floor Drain/sink -2 inch _2 17 3 inch 5 4 inch _ 6 Car Wash Urn 6 Garbage Disposal 16 Domestic(to 3/4 HP)_ _ — Commercial(to 5 HP) 32 Industrial(over 5 HP) 48 Ice Machine/Refrigerator Drains 1 _ Oil Sep(Gas Station) 6 Rer.Vehicle Dump Station 16 Shower-Gang (Per I-lead) 1 _ -Stall 2 Sink -Bar/Lavatory _ 2 — _ - 1I Bradley 5 Commercial 3 2 Service _ 3 _Swimming Pool Filter 1 Washer-Clothes _ 6 Water Extractor ^_ 6 Water Closet -Toilet 6 _ k Urinal 6 — -- —� TOTALS �l' ! JSD Total fixture values /�n�1 _ divided by 16 - c .�5 EDU HISTORY KO, 1" _ Few 'P� o e9 Pl_M# EDU# 5 SWR# PLM# EDU# SWR# PLM# EDU# SWR# _ PI-M# _ EDU# SWR# PI-M# EDU# _ SWR# _ PLM# EDU# T SWR# PI-M# EDU# SWR# T PLM# _ EDU# f SWR# I Vvsts\swrtaly doc BUILDING PERMIT CITY OF TIGARD PERMIT#: BUP2000-00128 DEVELOPMENT SERVICES DATE ISSUED: 04/25/2000 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1S126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG I REISSUE: ��rr _FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK:,.A1.T t ' FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: sf N: S: E: W: OCCUPANCY GRP: TOTAL AREA: sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS _ REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: Y PARKING: VALUE: $ 53,461.00 Remarks: Installation of a sprinkler system for a 45 unit hotel expansion. Owner: Contractor: VIP MOTOR INSS INC VANPORT FIRE SPRINKLERS INC 29757 SW BOONES FERRY RD 6101 NE 1271'1-1 AVE WILSONVILLE, OR 97070 STE 200 Phone: Vqo OUVAI�,21�/ JgR82 Reg#: LIC 00067143 FEES _ REQUIRED INSPECTIONS Type By Date Amount Receipt Fire Alarm Permit Require( PRMT GEO 04/17/200( $%96.50 0001380 Sprinkler Rough-In Sprinkler Final 5PCT GEO 04/12/200C $23.72 0001380 FIRE GEO 04/12/200C $118.60 0001380 PRM2 GEO 04/25/2000 $153.60 0001680 ORIGINAL (additional fees not listed here) Total $666.15 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 d?V,, of issuance, or if work is suspended for more than 18n days. ATTENTION: Oregon law requires you tr, follow the Ades adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-00 10 through OAR 952-001-1987. You may obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987. Pe,rn ltee Signature: Issued By: / Call 639-4175 by 7 p.m. for an inspection the next business day Fire Protection Permit Application Plan Check# q- CITY OF TIGARD Commercial or Residential Recd By_ _ 1312.5 SW HALL BLVD. DateRec'd_ TIGARD, OR 97223 Print or Type Date to 503 639-4171, x. 304 Incomplete or illegible applications will not be accepted Date to DST ' 17 Permit#A PRcoo d'0f) Called • P OZ-0 ._ r Job Name of Development/Project — LFirr 0 Al — 1�1�:.�•.ri't 10jis) Type of System (Compete A or B as applicable) Address Address 1' c� 515 L0cv5i A.) Sprinkler Wet - Dry Name — C"',r L k N ri Standpipes Owner Mailing Address S•7 S it_c L•1'i— Hazard Group C:ity/s/State — tip Phone Additional L s64r' f3 _ T-1 C-6 -11 Information Uenslty _.._ mom W-d Name I , !O �Yl Civ t.t �i✓e1�_ I�,(,I.�; Design Area JCA iNW Ll Arn Occupant Mailing Address — — A J y I,�iU L u<<I 5 K. Factor S• S City/State Zip Phone _— hlfy rl f c.. A.1) Sprinkler Project Valuation $ - Contractor Nam g/ (SprinRler or V 9/v cA T FIZZ t SP�Ntc B.) Fire Alarm ,,,/F Alarm Company) Mailing Address . Prior to permit NC /Z '!'b At.L Submittal Shall Include Battery Calculatiu.is YES` issue nce,a City/State /414. Zip Phone �� Individual Component YES 171of all licenses ''4�<<4 r`tAL s4C -Z51 "� 13 Cut Sheets are required if Stale Const.Cont.Board Lic.# Exp.Pate B.1) Fire Alarm Project Valuation $ expired in COT 6,t7' _ `� ` /y�Z•L U _ _ _ database n I Project Valuation Subtotal (A& or B) $ Name Permit fee based on valuation $ Architect Mailing Address (see chart). City/State zip Phone S%Surcharge $ Describe work A.)New O Acldition� Alteration O Repair O FLS Plan Review 40% of Permit $ to be done: .� --- � TOTAL $ D.) Modification to sprinkler heads only: 1. 1-10 heads=No plans required — -- 2. 11—Plan review required Plans required Submit three set: of plans,including a vicinity map and --------------------------_---------------------------_-------------- the location of the nearest hydrant. _ Number of sprinkler heads: -TZU I hereby acknowledge that I have read this application,that the information given is ! iditional Uescriptl0n of Work: correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliance with Oregon Slate laws N�fL+ � 5 G,ti,� �- �-ftl�c-t� S'"�LE r!1-'�4Scti�Vi9n•'nc►c.r Fid � �Z o Signature of Owner/Agent Date A.)In Existing Building UNew Building Building v'G AALSC-J (,,c Data B.) Commercial SK Residential-U -� Contact Person Name Phone FOR OFFICE USE ONLY: _ IJ—of stories: ilk ga ,f4 f Plat# Map/TL#: 5o Ft , Z OcrupIncy Class Type of Construction Notes rte- t✓wa yP if-0-I' is\dsts\forms\firesapr.dnc 212100 - Valuation of Project Permit fee Tax 8% FLS 40% Total 1 - 2,000 50.00 4.00 20.00 74.00 _ 2,001 73,000 59.7-5 4.74 23.70 87.69 3,001 - 4,000 68.50 5.48 27.40 101.38__ 4,001 - 5,000 77.75 6.22 31.10 115.07 5,001 - 6,000 87.00 6.96 34.80 128.76 6,001 - 7,000 96.25 7.70 38.50 142.45 7,001 - 8,000105.50 8.44 42.20 156.14 8,001 - 9,000 114.75 9.18 45.90 _ 169.83 9,001 - 10,000_4 124.00 _ 9.92 49.60 183.52 10,001 - 11,000 _ 133.25 1_0.66 _ 53.30 197.21 11,001 - 12,000 142.50 11.40 57.00 _ 210.90 12,001 - 13,000 151.75 12.14 60.70 _ 224.59 13,001 - 14,000 161.00 12.88 64.40 238.28 14,001 - 15,000 170.25 13.62 68.10 -251.97--- 15,001 - 51.9715,001 - 16,000 179.50 14.36 71.80 _ 265.66 15,001 - 17,000 188.75 15.10 75.50 279.35 17,001 - 18,000 198.00 15.84 79.20 293.04 ` _18,001 - 19,000 207-.^5 16.58 82.90 306.73 T_ 19,001 - 20,000 216.50 17.32 86.60 320.42 _ 20,0011- 21,000 225.75 1806 - 90.30 21,001 - 22,000 235.00 18.80 94.00 347.80 22,001 - 23,000 244.25 19.54 97.70 -361-49--,- 2 3,0 6- 6149_23,001 - 24,000 253.50 20.28 101.40 375.18 24,001 - 25,000 262.75 21.02 105.10 388.87 25,001 - 26,000 269.50 21.56 107.30 _398.8_6_ 26,001 27,000 276.25 22.10 110.50 _ 408.85 27,001 - 28,000 283.00 22.64 113.20 418.84 28,001 - 29,000 289.75 23.18 115.90 428.83 29,001 - 30,000 296.50 23.72 118.60 438.82 30,001 - 31,000 303.25 24.26 121.30 448.81 31,001 - 32,000 31000 24.80 124.00 ------.-----458.80 32,001 - 33,000 316.75 25.34 126.70 468.79_ 33,001 - 34,000 323.50 25_8 129.40 478.78 34,001 - 35,000 330.25 26.42 132.10 488.77 35,001 - 36,000 �_ 337.00 26.96 134.80 498.7_6 36,001 - 37,0_00 - 343.75 _27.50 137.50 _ 508. 5 37,001 - 38,000 350.50 --- 28.04 140.20 _518.:'4 38,001 - 39,000 357.25 28.58 142.90 528.73 39,0011- 40,000 364.00 29.12 145.60 538.72 40,001 - 41,000 _370.75 29.66 148.30 548.71 41,001 - 42,000 _377.50 30.20 151.00 558.70 42,001 -- 43,000 384.25 30.74 153.70 568.69 43,001 - 44,000 391.00 _31.28 156.40_ 578.68_ 44,0011- 45,000 397.75 31.82 15_9.10 588.67 -45,001e- 46,000 _ 404.50 32.36 161.80 598.66 46,001 ,000 411.25 32.90 164.50 - 608.65__ 47,001 48,000 418.00 33.44 167.20 618.64 _ 48,001 - 49,000 424.75 _ 33.§V 169.90 628.63 49,001 50,000 431.50 34.52_ 172.60 638.62 is\dsts\forms\firesurr.doc 2/2/00 ELECTRICAL - CITY OF TIGARD RESTRICTED ENERPERMITGY ' DEVELOPMENT SERVICES PERMIT#: ELR2000-00089 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639.4171 DATE ISSUED: 04/26/2000 SITE ADDRESS: 09575 SW LO;,UST ST PARCEL: 1S126DC-04.500 SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG Proiect Description: Fire alarm installation A. RESIDENTIAL B.COMMERCIAL AUDIO & STEREO: AUDIO&STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: X OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: 1 Owner: Contractor: VIPS ENTERPRISES FIRE PROTECTION SERVICES 29757 SW BOONES FERRY RD 15100 SW 139TH AVE WILSONVILLE, OR 97076 TIGARD, OR 97224 Phone: 503-538-9289 Phone: 503.590-3732 Reg #: ELE 34-488CLE LIC 121039 �+ FEES Required Inspections _ Type By Date Amount Receipt Elect'I Service PRMT BON 04/26/200C $60.00 0001716 Elect'I Final 5PCT BON 04/26/200C $4.80 0001716 Total $64.80 ORIGINAL This Pen-nit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is riot started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 tOrough OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC at (503; 246-1987. 1 i Issued by �LL�- 1E �G _ Permittee Signature -i _— OWNER INSTALLATION ONLY _ The installation is being made on property I own which is not intended for sale. lease, or ren[. OWNER'S SIGNATURE: _ DATE: CONTRACTOR INSTALLATION ONLY SIGNAT!1RE OF SUPR. F_LEC'N DATE: LICENSE NO: Call 639-4175 by 7:00 P.M. for an inspection needed the next business day — &)- CITY OF TIGARn RESTRICTED ENERGY ELECTRICAL APPLICATION Rec'd by: 13125 5'JV HALL BLVD Date Recd: 7 oo TIGARD OR 97223 PRINT OR TYPE rJ V - 503-639-4171 X304 Permit F - 503-598-1960 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd:_ WILL NOT BE ACCEPTED Name of De\elopment Project TYPE OF WORK INVOLVED -RESIDENTIAL ONLY Restricted Energy Fee................ ....................... $60.00 (FOR ALL SYSTEMS) SOB Street Address Ste# Check Type of Work Involved ADDRESS e_(f) Jai `1cl Zcx',.,5,7 _ City/State Z,p Phone# Audio and Stereo Systems — 1:/k 1y — Name ,� ❑ Burglar Alarm ��---��r � ~----- Garage Door t:oener' OWNER Mailing Address `,4*7 5a7 City/St to Zip Ph ne# Heating,Ventilation and Air Conditioning System' i'l',� / 70 7f. c's Miq n vacuum systems' Name other CONTRACTOR Mailing Address /Slew Sw /3yfl A`# TYPE OF WORK INVOLVED -COMMERCIAL ONLY — - (Prior to Issuance a City/State �ZI Phone# Fee for each system.............................................. $60.00 copy of all licenses ice' ¢ L' r 9Io-373 (SEE OAR 918-260-260) are required if Oregon Conti Brd Lic # Exp Dat expired in C O T /v� yo3� 3�/ �� Check Type of Work Involved data base) Electrical Contr Lic # Exp Date 3 y_ y9Q P(-F- /< Audio Audio and Stereo Systems 26 C O T or Metro Lic # Exp Date Boiler Controls Owner's Name -- Clock Systems OWNER - Mailing Address APPLICANT � Data Telecommunication Installation City/State _ Zip Phone-i— Fire Alarm Installation This permit is issued under OAE 918-320-370 This applicant agrees to ❑ maks,only restricted energy installations(100 volt amps or less)under this HVAC permit and to do the following ❑ Instrumentation 1 Only use electrical licensed persons to do installations where required Certain residential and other transactions are exempt from licensing Intercom and Paging Systems These have asterisks(') All others need licensing, Landscape Irrigation Control' 2 Call for Inspections when installation under this permit are ready for inspection at 503-639-4175; Medical a Purchase separate permits for all installations that are not ready for an Nurse Call inspection when the inspector is out to inspect under this permit, 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lightirg' inspector are done,and, Protective Signaling Assume responsibility for calling for a final Inspection when all of the r:orrections are completed Other ro rmlts are non-transferable and non-refundable and expire if work is not :!r,rted within 180 days of Issuance or if work is suspended for 180 days Number of Systems i hr person signing for this permit must be the applicant or a person No licenses are required Licenses are required for all other installaficris a,iRiorized to bind the applicant _ — FEES: QJ ---� �MeG'% --- ----— ENTER FEES Signature � ?Iv 856�SURCHARGE(.08X TOTAL ABOVE) $ Authority if other than Applicant TOTAL fi 7 �— ',dsts�forms\resele doc 3190 ELECTRICAL - CITY OF TIGARD RESTRICTED ENRIGY DEVELOPMENT SERVICES PERMIT M ELR2000-00090 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 04/27/2000 SITE ADDRESS: 09575 SW LOCUST ST PARCEL: 1S126DC-04500 SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG Proiect Description: Data telecommunications system A. RESIDENTIAL B.COMMERCIAL _ AUDIO & STEREO: AUDIO & STEREO: INTERCOM & PAGING: BURGLAR ALARM: BOILER: LANDSCAPE/IRRIGAT: GARAGE OPENER: CLOCK: MEDICAL: HVAC: DATA/TELE COMM: X NURSE CALLS: VACUUM SYSTEM: FIRE ALARM: OUTDOOR LANDSC LITE: OTHER: HVAC: PROTECTIVE SIGNAL: INSTRUMENTATION: OTHER: TOTAL#OF SYSTEMS: 1 Owner: Contractor: VIPS MOTOR INNS INC MICRO ELECTRIC VOICE + DATA 29757 SW BOONES FERRY RD SERVICE WILSONVILLE, OR 97070 24501 S BARLOW RD AURORA, OR 97002 Phone: 503-638-9284 Phone: 503-266-5847 Reg #: LIC 131543 ELE 3-447CLE r- FEES Required Inspections Type By Date Amount Receipt _ Elect'I Service Elect'I Final Total Oh ! N A L This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notificatior Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtdin copies of these rules or direct questions to OUNC at (503) 246-1987 % Issued b C y l/l� :��'�ti"�--� Permittee Signature L0G�f OWNER INSTALLATION uNLY The installation is being made on property I own which is not int3nd, 1 for sale. lease,or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'NDATE: LICENSE NO: Call 639-4175 by 7:00 P.M. for an inspection needed the next business day CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLI"ATION Recd by: 60 '.3125 SW HALL BLVD Date Recd z TIGARD OR 97223 PRIN1 OR 1`'OE V - 503-639-4171 X304 Permit#: F 503-598-1960 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust Call'& _ WILL NOT BE ACCEPTED Name of Development Pr1lec' TYPE OF WORK INVOLVED -RESIDENTIAL O_ NL / Restricted Energy Fee......... ............................ $60.00 (FOR ALL SYSTEMS) 10G Street Address Ste# �G DRESS 5 .y y;f Check Type of Work Involved � 7-:5— low Gity/State Zip Phone# ❑ Audio ano Stereo Systems 0"'. Y 7 z0 2 y y'ery Name Burglar Alarm V,J JL✓ ;7,k. ❑ Garage Door Opener' OWNER Mailing Address `�q 717 7 5 `U _P 41�� ❑ Heating.Ventilation and Air Conditioning System' City/State .'ip Phone#q ./ rEl— Vacuum Systems' Name /'Ni(✓J /�t.. :J .�c. L_� Other CONTRACTOR Mailing Ad re s 3�S it [ZO TYPE OF WORK INVOLVED -COMMERCIAL ONLY (Prior to issuance a City/State Zip Phone# Fee for e:•ch system.............................................. $60.00 copy of all licenses Cir G6_>Sl7 (SEE OA,<918-260-260) Ire required if Oregon Contr Brd Lic # Exp Date expired in C O T /3/ ,5 113 7 ale Z. Check Type of Work Involve.' data base) Electrical Contr Lic # 3 �I 17C'� Exp. Date 2,Ci._ T' r ( ❑ Audio and Stereo Systems C O T or Metro Lic # r:xp Date F] Boiler Controls Owner's Name ❑ Clock Systems OWNER - Mailing Address APPLICANT Data TeldCOmmllnicahon Installation City/State �Z.ip – Phone# L� Fire Alarm Installation This permit is issued under OAE 918-320-370 This apelivaut agiecs to rl .make only restricted energy installations(100 volt s;nps or less)under this lJ HVAC permit and to do the following Instrumentation 1 Only use electrical licensed persons to do installations wLerP required Certain residential and other transactions are exempt from licensing Intercom and Paging Systems These have asterisks(') All others need;icensing, Landscape Irrigation Control' 2 Cal.for inspections when installation undo>r this permit are ready for inspection at 503-639-4175; Medical 3 Purchase separate permits for all installations that are not ready fo-an ❑ Nurse Calls insperhon when the inspector is out to inspect under this permit. 4 Assume responsibility for assuring that all corrections required by the Outdoor Landscape Lighting' inspector are done.and, Protective Signaling 5 Assume responsibility for calling for a final inspection when all of the corrections are completed Other Permits are non-transferable and non-refundable and expire if work is not started within 180 days of issuance or if work is suspended for 180 days Number of Systems The person signing for this permit must be the applicant or a person No licenses are required t.censes are required for all other installations authorized tc- bind the applicant FEES: SIgrlBtllre v� ENTER FEES 5_ 8%SURCHARGE(.08X TOTAL ABOVE) $ Authority if other than Applicant TOTAL $ =1—'"-- i\dsts\forms\resele doc 3198 CITY OF TIGARD MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2000-00151 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 05/08/2000 PARCEL: 1 S126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG CLASS OF WORK: ALT FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: VENT FANS: 48 OCCUPANCY GRP- VENTS W/O APPL: 1 VENT SYSTEMS: 1 STORIES: BOILERS/COMPRESSORS HOODS: FUEL TYPES0 - 3 HP: 1 DOMES. INCIN: GAS � 3 - 15 HP: COMML. INCIN: MAX INPUT: BTU 15 -30 HP: REPAIR UNITS: FIRE DAMPERS?: 30 - 50 HP: WOODSTOVES: GAS PRESSURE: 50 + HP: CLO DRYERS: FURN < 100K BTU: 1 AIR HANDLING UNITS OTHER UNITS: FURN >=100K BTU: <= 10000 cfm: GAS OUTLETS: 5 > 10000 cfm: Remarks: Mechanical work for 48 unit expansion. Owner: FEES VIN'S INDUSTRIES Type By Date Amount Receipt 29757 SW 50ONES FERRY ROAD PRMT KJP 05/08/20C $293.80 0001981 WiLSONVILLE, OR 97070 PLCK KJP 05/03/20( $73.45 0001981 5PCT KJP 05/08/20( $23.50 0001981 Phone:503-682-9284 Total $390.75 Contractor: LARRYS HEATING LARRY E SOUTHARD 4925 NW FRUIT VALLEY RD REQUIRED INSPECTIONS _ VANCOUVER, OR 98685 Gas Line Insp Phone:360-574-9334 Mechanical Insp Reg #:LIC 63575 Shaft Inspection Duct Inspection Fire Damper Insp Final Inspection ORIGINAL This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Guiec and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted in the Oregon Utility Notification Center. Those rules are sei ';rth in OAR 952-001-0010 through 952-001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503)246- 1 Issue By: �— �-�L --R-LJ Perrnittee Signature: Call (503) 639-4175 by 7:00 P.M. for inspections needed he neolbusiness day PlanChe C,!TY -f TIGARD Mechanical Permit Application Rec'd By 2_ 13125 SW HALL BLVD. Commercial and Residential Date Rec'd V �?•(o' v � c'v TIGARD, OR 91223 Date to P.E. Date to DST (503) 639-4171, x304 Permit#. Print or Type Cal d ',-4 Uo � Incomplete or illegible applications will not be accepted { , _ Name of Development/Project Description Phoenix Inn Table 1A Mechanical Code Qt Price Amt A) Permit Fee 16.00 Street Address Sufte# Job 1) Furnace to 100,000 BTU Address 9575 S.W. Locust Str et including ducts&vents _ see footnote l,2 1 9.65_ 9.65 Bldg# Ut I'tate Zip 2) Furnace 100,000 BTU+ Tigard, OR 97223 includingducts&vents see footnote 1,2 17..00 Name(or name of business) 3) Floor Furnace Owner Vi PIs Industries including vent see footnote 11,2 9.65 4) Melling Address SuspEnded heater,wall heater ii or floor mounted heater see footnote 1,2 9.65 29757 SW Boones Ferry Road 5) Vent not Included in appliance ermit 1 4.75 4.75 rny/state Zip Phone Check all that apply: 'Boiler Heat Air Wilsonville, OR (47070 682-9284 For Items 6-10,see or Pump Cond Qty Price Amt r- footnotes 1,2 Comp Name(or name of bua'nessl 6)<3HP;absorb unit to +4'y Same as Owner _ 100K BTU 9.65 1 Occupant Melling Address - 7)3-15 HP;absorb unit 100k to 500k BTU 17.65 CityiSlate Zip Phone 8)15-30 HP;absorb unit.5.1 mil BTU 24 15 _ 9)30-50 11P;absorb Contractor Name unit 1-1.75 mil BTU 36.OC Larry's Heati(ig 10)>50HP;absorb unit >175 mil BTU 60.15 . Prior to permit Ma ling Address -- issuance,a copy P.O. Bcx 5360 11 Air handling unit to 10,000 CFM of all licenses CdylState 11"' Phone _ 7.00,are required if Oracle, AZ 85623 520-896-27 59 12)Air handling unit 10,000 CFM+ expired in COT Oregon Cpr>at(C p)t Board Lk# Qxp,pNe(l l - _ 11.85 _database t�}} // J SS y' 13)Non-portable evaporate cooler 7.00 Architect "ama Charles C. 1{agel 14)Vent fan connected to a single duct 48 4.75 28•(i Address ress or 15)Ventilation system not included in 11580 SW 67th appliance permit 1 7.00 7.00 Engineer cny/state Z;p Phone 16)Hood served by mechanical exhaust 7.00 Tigard, OR 97223 )20-3825 - -- Describe work to be done' 17)Domestic incinerators 1�.J0 18)Commercial or industrial type incinerator New%X Repair O Replace with like kind. Yes O No O _ 48.25 Reside,atial O Commercial OIX 19)Repair units 8.40 Additional information or description of work 20)Wood stovelgas FP/other units/clothe dryer/etc 700 NOTE: For Commercial projects only,Units over 400 lbs require 21)Gas piping one to four outlets structural gas talcs. See footnote 1 _ __-_ 5 3 75 18.7 22)More than 4-per outlet(each) .75 Type of fuel oil O natural gasXJ LPG O electric O _ ` Minimum Permit Fee$50.00 SUBTOTAL I hereby acknowledge that I have read this application,that the information 8"/o SURCHARGE given is correct,that I am the owner or authorized agent of PLAN REVIEW 25%OF SUBTOTAL }, the owner,that plans submitted are in compliance with Oregon State laws Required for ALL commercial etmlT TAonl6�0 TOTAL a 3 5F. 5 SI It re of r/*g T Date _ ` , ) Other Inspections and Fees: a!,y r 1. Inspections otrtslde of normal business hours(minlnum charge-two i Con arson ePhone hours) $50.00 per hour 2. Inspections for which no fee Is specifically Indicated (minimum Jerry Bennett -' 849-1949 charge-half hour) $50.00 per hour mercial projects only: 3. Additional plan review required by changes,additions or revisions to Foonotes for com 1. Provide full,thematic of existing and proposed gas line and pressure Plans;(minimum charge-one-half hoar)$50.00 per hour 2. Provide drawings to scale showing existing and proposed mechanical *State Contractor Boiler Certification required units - "Residential A/C requires site plan showing pit,,��ment of unit I\mechpertn doc rev 7/19/99 CITY O F T I GA R D _ MECHANICAL PERMIT DEVELOPMENT SERVICES PERMIT#: MEC2000-00182 13125 SW Hall blvd., Tigard, OR 97223 (50) 639-4171 DATE ISSUED: 05/23/2000 PARCEL: 1 S126DC- 6DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG CLASS OF WORK: ALT FLOOR FURN: EVAP COOLERS: TYPE OF USE: COM UNIT HEATERS: VENT FANS: OCCUPANCY GRP: R1 VENTS W/O APPL: VENT SYSTEMS: STORIES: _ BOILERS/COMPRESSORS HOODS: FUEL TYPES_ 0 - 3 HP: DOMES. INCIN: GAS 3 - 15 HP: COMML. INCIN: h'AX INPUT: BTU 15 -30 HP: REPAIR UNITS: FIRE DAMPERS?: 30 -50 HP: WOODSTOVES: GAS PRESSURE: 50+ HP: CLO DRYERS: FURN < 100K BTU: AIR HANDLING UNITS _ OTHER UNITS: 3 FURN >=100K BTU: <= 10000 cfm: GAS OUTLETS: 3 > 10000 cfm: Remarks: Install three (3)gas fireplaces for hotel expansion. Owner: FEES VIP'S INDUSTRIES Type By Date Amount Receipt 29757 SW BOONES FERRY RD PLCK KJP 05/23/20( $12.50 0002386 WILSONVILL.E, OR 97070 PRMT KJP 05/23/20( $50.00 0002386 5PCT KJP 05/23/20( $4.00 0002386 Phone: 503-682-9284 Total $66.50 Contractor: LARRYS HEATING LARRY E SOUTHARD 4925 NW FRUIT VALLEY RD REQUIRED INSPECTIONS VANCOUVER, OR 98685 Gas Line Insp Phone:360-574-9334 Mechanical In,;p Reg #: LIC 63575 Final Inspection CRIG(NAL This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon lav, requires you to follow rules adopted in the Oregon Utility Notification Cent r. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtai coopi of these rules or direct questions to OUNC by calling (503)246-9189. Issue By: / / r �Q��'^�.--) Permittee Signature; y 9 'C -, Call (503) 639-4175 by 7:00 P.M. for inspections need a n ex usiness day l C!TY OF TIGARD Mechanical Permit Application Plan Check#5' .�G PP Recd BK d 13�25 SW HALL BLVD. Commercial and Residential Date Rac 'd_�r� W ' TIGARD, OR 97223 Date to P.E (503) 639-4171, x304 Date to DST y �� Print or Type Permit#Ared,tl6V_0 —]�r•Z Incomplete or illegible applications will not be accepte �<i a�',l� s'- -o d Nf DevelopenProje — DeaCflPUon Tabie 1A Mechanical Code Oty Price Amt A) Permit Fee 16.00 Job Street Address Supe%, -- te 1) Furnace to 100,000 BTU Address _ �Q C V 3 S /.rincluding ducts&vents see footnote 1,2 9.65 — Bldg# nY/State 13 / 2) Furnace 100,000 BTU+ Y �/ r!I V�� including ducts&vents _ see footnote 1,2 12.00 Name(or name of bushes — 3) Floor Furnace Owner v ``>dy 7 e including vent see footnote 1,2 9.65 Mailing/Address 4) Suspended heater,wall heater _ , i or floor mounted heater see footnote 1,2 9.65 Z S.(�ll Ar V V 5 Vent not included in a plianre ermit 4.75 City/State 7,Iffjjo /) Phone Check all that apl ly 'Boiler Heat Air / /// �� Mr d Y_ !/ f� �.r7- For Items 6-10,see or Pump Cond Oty Price Amt Name(or name of business) footnotes 1,2 Com 6)<3HP,absorb unit to t OOK BTU 9.65 Occupant Mailing Address 7)3-1:)HP:absoib unit 100k to 500k BTU 17.65 CRY/Slate zip Phone 8)15-30 HP.absorb 'O� G unit.5-1 mil BTU 24.15 � ^ �' r 9)30-50 HP:absorb I -- 'ontraotor Na i unit 1-1.75 mil BTU 36.00 5--� 10, 50HP,absorb unit — -- Prior to permit liiignq Add s v �/ >1.75 mil BTU 60,15 ls;uance,a copy / �), , J� 11 Air handling unit to 10,000 CFM of all licenses CnyState Zip one 7.00 are required if ,4 1,/, d�- 12)Air handling unit 10,000 GFM+ expired in COT Oregon Ponst Qhnl Board Llc# Exp Date —_�— 11.85 _database ` _ O-1 13)Non-portable evaporate cooler Architect Name — 7.00 14)Vent fan connected to a single duct ��5 � / 4.75 or Mailing Address / r 15)Ventilation systern not included in C� 4, appliance permit _—_ 7.00 — Engineer Cit /State 7 71p I Phone �J 16)Hood served by mechanical exhaust 7.00 Desrribe work to be e: 17)Domestic incinerators 12.00 _ New O Repair O Replace with like kind Yes O No O 18)Commercial or industrial type incinerator 48.25 Residential Commercial 19)Repair units Additional information or deF,;ription of work _ 8.40 20)Wood stove/gas Mother units/clothe dryer/etc 7.00 _ NOTE: For Commercial projects only,Units over 400 lbs require 21)Gas piping one to four outlets — structural gas calcs _ See footnote 1 _ 3.75 Type of fuel oil O natural gas O LPG O electric O 22)More than 4-per outlet(each) .75 Minimum Permit Fee$50.00_ SUBTOTAL I hereby acknowledge that I have read this application,that the information _— 8%SURCHARGE l given is correct,that I am the owner or authorized agent of PLAN REVIEW 25%OF SUBTOTAL the owner,that plans submitted are in compliance with Oregon State laws _ Required for ALL commercial permits cin! TOTAL . Sigr ture of Owner/Agent G �q Other Inspections and Fees: r Z �y ��7 / 1. Inspections outside of normal business hours(mininum charge-two C tact Pe Name Phone hours) $50.00 per hour 2. Inspections for which no fee Is specifically Indicated (minimum charge-half hour) $50.00 per hour Foonotes for commercial projects only: 3. Additional plan review required by changes,additions or revisions to 1 Provide full schematic of existing and proposed gas line and pressure plans(minimum charge-one-half hour)$50.00 per hour 2 Provide drawings scale sl owing existing and proposed mechanical 'State Contractor P_oiler Certification required units __ — "Residential AJC requires site plan showing placement of unit I\mechperm.doc rev 7/19/99 CHAF.LES C. BAGEL areluteets - planners 11580 S.W. 67 TH TIGARD, OREGON 97223 PHONE: (503) 620 - 3825 DATE: 5/25/00 PROJECT NAME : 45 UNIT MOTEL COMMISSION NUMBER 98-21 ADDITION TIGARD, ORE. RECEIVED MAY 2 6 ?.0011 TO: BUILD;NG DEPARTMENT coMMUNITY DEVELOPMENT TIGARD, OREGON We would like to get approval to use ceiling assembly attached to this letter for the basement ceiling areas test number L-501 U.L, number, Floor assembly 5420 in US Gypsum association fire resistance manual Is closest match, Our firm believes this system will work in the meeting room and areas not using 1 - hour acoustic the suspended ceiling Sincere �J James D, H ris for; Charles C, agel CItY OF TIGARU.. . I`/,' Architect, gPproved.......•'�ovad...... ............. I j. condhionally ARP desc ibed in; For only the work as PEFIMIT No. ... ... r to. Follow.. Sea Lette ............... Job Address pate. ,By: ... FLOOR CEILING SYSTEMS,WOOD FRAMED SYSTEM DESCRIPTION SKETCH AND DESIGN DATA • GA FILE NO. FC 5420 _ � GU ST : fi ll VNI WOOD JOISTS, GYPSUM WALLBOARD One layer'/4"type X gypsum wallboard or gypsum veneer base applied at right angles to 2 x 10 wood joists 16" o.c. with 6d coated nails, 1'/4" long 0.0915" shank, '/4" heads,6"o.c.Wood joists supporting 1"nominal wood subfloor and 1"nominal wood finish floor, or "132" plywood finished floor with long edges T& G and 16/32" interior plywood with exterior glue subfloor perpendicular to joists with joints staggered. '-- Approx.Ceiling Weight: 2.5 psf Fire Test: UL R3501-5,9,7-15-52; UL R1319.2,3,6-5-52, Design L 501; ULC Design M500 Sound Test: See FC 5410(NGC 4024, 7.13-66) IIC&Test: 32(66 C&P)Nr3C 5032, 7.19-66 GA FILE NO. FC 5470 WS F 35,to 39;STD -- ' 7. WOOD JOISTS, GYPSUM LATH, GYPSUM PLASTER z; s/4" 1:2 gypsum-perlite plaster applied over '/e" type X gypsum lath applied at right angles to 2 x 10 wood joists 16"o.c.with either blued lath nails, 1'/4"long, 13 gage shank,9/17"heads or 16 gage staples,11/,"long,'h4"crown,four fasteners per lath at V each joist.Wood joists supporting 1" nominal T& G wood subfloor and 1'nominal wood finish floor. Approx,Gelling Weight: 4 psf Fire Test: OSU T-2134-1,4-23-63 Sound Test: Estimated GA FILE NO. FC 549 § U ti WOOD JOISTS, GYPSUM LATH,GYPSUM PLASTER '/,"1:2 gypsum-sand plaster applied over IA"type X gypsum lath applied at right angles to 2 x 10 wood joists 16" o.c.with blued lath nails, 11/4" long, 0.0915" shank, 10/440 heat's, 4 nails per lath at each joist. Continuous stripping supporting gypsum lath under each joist with 2.5 Ib.steel strip lath or equivalent wire lath nailed with 11 gage, - 11/2"long, 'H4"heads roofing nails,6"o.c.Wood joists supporting 1"nominal T&G �--'-- - wood subfloor and 1'nominal wood finish floor Approx.Ceiling Weight: 6 psf Fire Test: SFT 6,2-6-60;SFT-8,4-9-60; SFT-11, 10-4.60;SFT-12, 10-22.60;SFT-13, 1-7-61 Sound Test: Estimated GA FILE NO. FC 5510 WOOD JOISTS. METAL LATH, GYPSUM PLASTER 1:2-1:3 gypsum-sand plaster applied over 3.4 Ib.metal lath applied to 2 x to wood joists 16"o.c.with barbed roofing nails, 1';2"long,0.120"shank, 'he"heads,6"o.c. Wood joists supporting 1"nominal T&G wood subfloor and V nominal wood finish floor. �— •- Approx.Gelling Weight: 9 psf Fire Test: SMS 92/42, 10-7-42 •Contact the manufacturer for more detailed 107 r-A rnn 07 15100 SW 139TH T 03)59 ORE 97224 DE-SCRIPmr" ��` (503)590-3732 CCBN 121039 ORE lic # RET 1743 PHOENIX INN FIRE ALARM DESCRIPTION Description � � -7 (��C.(� An automatic fire protection system will be installed J utilizing a multizone control panel and providing for monitoring of sprinklers,pull stations,and smoke detection in public areas. Other areas covered include maintenance and store rooms. The system provides for a elevator return as well as top of the elevator smoke detection. Siren strobes are placed at within 15 ft of the end of each corridor. Smoke detectors at every 30' Pull stations at every exit 48 inches to center and door holders at every fire door. System provides for siren strobes in each special assist room and an annuciator in every occupied room. On this system we will change out the current 8 zone panel for a 16 zone panel with 2 more bell outputs to accommodate the extra indicating appliances. All tamper flow valves are zoned by riser. All smoke detectors and pini: shall be zoned by floor. All installation shall be done according to N.F.P.A. standard 72 work will be done in a neat and professional manner. All work will be performed according to timeline set Includes all permits with fire dept and electrical Equipment will be UL listed and approved SYSTEM COMPONENTS Silent Knight 5207 fire alarm panel Silent Knight 5230 front desk annuciator System Sensor 1451 smoke detectors Firelite BG-8 pull stations System Sensor Siren Strobes Model 5207 Fire Control/Communicator Installation Manual 4.2 Current Draw Worksheet Number of Current per Standby Alarm Device Devices Device Current Current For each device, use this formula: This column X This column Current per number of devices 5207 Fire Control 1 Standby: 120 mA 1' rrA /Communicator Alarm: mA mA 5210 Zone Expander I Standby: 40 mA —FEEL Alarm: 40 mA mA 5220 Direct Connect module I Standby: 50 mA mA Alarm: 50 mA rr,A 5230 Remote Annunciator Standby: 60 mA mA (7 max,) Alarm: 120 mA 2 mA 4180 Status Display module Standby: 20 mA mA (2 max.) Alarm: 140 mA mA 5260 Printer Interface I Standby: 25 mA mA Alarm: 25 rnA mA A Current Subtotals: iA 0 mA Smoke Detectors Refer to device manualfor current ratings, See Tables 6.2 and 6-3 for max k per loop -;g5le►+n. �LLNSo1Z IL4oQ 1 Standby: ,boo I mA ,D mA Alarm: 7 mA mA Standby: mA mA Alarm: mA _ mA Standby: rr.A mA Alarm: mA mA B Current Subtotals: D mA Notlflcation Devices (4 max.) Refer to device manual for current ratings. tp(L T011 It, Alarm: c6r mA L) mA ¢ Alarm: 1 t- mA mA Alarm: mA mA Alarm: mA mA C Current Subtotal: inA Additional Devices Standby: mA mA Alarm: mA mA Standby: mA mA _ Alarm: mA mA Standby mA mA Alarm: mA mA Standby: mA mA Alarm: mA mA D Current Subtotals: mA mA Total current ratings of all devices in system (add A-D)*: mA I (o(� mA E Total current ratings converted to amperes(x .001): A 1�, A This tnrormation must be used with Table 4.1 and Table 4-2 to complete battery calculations 4 2 150865 Model 5207 Fire ControUCommunicator Installation and Operation Manual 3.5.2 Worksheet Requirements The following steps must be taken when determining Model 5207 current ratings: 1• Measure the alarm current. If only one current rating is listed, the draw for that device is the same whether the system is in alarm or standby condition. The exception is for notifi- cation devices, which are rated at alarm current only. Standby current for notification devices is 0 mA. 2. To detect the actual maximum alarm current, measure the current draw (with no devices connected to the panel) by connecting a DC amp meter in series with one of the batteries. Disconnect the AC power source. Put the panel in alarm. The meter will indicate the alarm current, which will be in the range of 120-700 mA. Fill in the system alarm current in the Current per Device column of the Current Draw worksheet. You can estimate with- out measuring the alarm current by filling in th.: maximum total alarm current. of 700 inA. 3. For smoke detectors, notification devices, and devices not mentioned in the manual, refer to the device manual for the current ratings. The worksheet example shown on the previ- ous page provides rough estimates for a "worst case" installation. 4. Use Table 3-3 to calculate the correct ba tery AH rating needed for your installation. See also the example (Figure 3-4) on the next page. Note that the calculated rating in Row H cannot exceed the ratings shown in Table 3-4. Table 3-3 Battery Calculations Total Standby Current Total Alarm Current A Total supervisory current from the Current Draw A i1 Worksheet(row E). d B Number of standby hours(24 and 60 for NFPA 72, H Chapter I, 1-5.2.5) C Multiply LinessAA and B. AH a — •�,�yjys D Total alarm current from the Current Draw worksheet K� '�;• � "K• A (row E). E Alarm sounding period in hours.(For example.S minutes= .084 hours.) F Multiply lines D and E. AH t o t Ij�-- G Add lines C and F. — AH — a16 11 Multiply line G by 1.2. AH (Total ampere hours required*) *Use next size battery with capacity greater than required. 7 A,Ntp J� Vf X a /3p# I 3.6 150865 i 15100 SW 139TH TIGARD ORE 97224 (503)590-3732 F: PHOENIX INN ADDITION fl 1 5230 �x( ELEV RETUR�XI w1 P r„1 a S xA ss S IA Y� *1 P a x/ ss '�i4 P x 3 KIb SS CZty SS SIL[:NT KNIGHT 5207 FIRE PANEL. E ISERF(�RFIREALARM 9 LSILENT COMMERCIALKNIGHT' FIRE SYSTEMS(; FIRE ALARMS Model • Control Panel With Digital Communicator, and exclusive Accu-Zone" FEATURES: • Eight zones, 6 Style A(class B)and 2 Style D(class A). 8 Expander Zones are Style A(class B). Zones are interchangeable using the Model 7181 Zone Converter. • UL, FM, MEA (BSA), CFM Listod and Approved. • Event memory. • Fuseless design can re, ice service time. • Field selectable, 12 or 24 VDC powe,supply. Six amp current output at 12 volts, five amps at 24 volts. • Compatible with and 4-wire smoke detectors as well as water flow and sounding devic^s. • ANSI Cadence Pattern Output. • Four programmable (Style Y) supervised signal circuits, including steady, pulse and temporal. • Programmable smoke verii,cation,pre-alarm delay, and cross-zoning can minimize false alarms. • Four general purpose relays(Form C 24 volts at 2.5 5207 amps resistive). • Built-in approved digital communicator with UL required priorty reporting. • Flexible programming capabiities including up/ or system problems,exist. If the 5207 encounters a fire downloading and use of remote annunciator. No or trouble condition, it sends a report to a central "desktop" programmer required. monitoring station (if applicable), and, typically, sounds • Accu-Zone" diagnostics facilitate local and an audible/visual warning in the local area. remote troubleshooting. The 5207's microprocessor constantly runs programs to • Individual zone Walk Test. check inputs and carry out other routine functions. If the program ever stops running, a watchdog circuit will detect it and reset microprocessors to resume normal DESCRIPTION: operations. The Model 5207 is an all-in-one fuseless local fire The Model 5207 conducts an automatic self-test every evacuation control panel and digital 24 hours—at a time you select—and sends a report to communicator designed for applications requiring manual fire alarm, automatic sire alarm and water flow the central station (if applicable). for sprinkler system supervision. The basic unit offers Other features of the system include English-language fire alarm for one to eight zones, expandable to 16 with remote annunciation simplifying"Step Programming"of the optional 5210 expansion module. It is compatible custom options. Remote downloading of system with both two-and four-wire smoke detectors. Compact, easy to install and service, it delivers th��features you'd configurations can eliminate the expense of sending out expert to find in fire systems costing much more. a service technician for reprogramming. System provides a built-in fire drill procedure. The exclusive Accu-Zone" During normal operation, the 5207 constantly checks feature measures and displays zone voltages, so you smoke and other sensing devices for fire conditions It can set up and test the system without separate testing also conducts system checks to determine if any troubles, equipment. Fuseless circuit board design eliminates one of the most likely causes for service calls. PROGRAMMING ANNUNCIATION The 5207 includes an annunciatrr inside the cabinet. Its six LEDs (for alarm, trouble. silenced, AC/low battery, event memory, time set/roporting) are visible without opening the cabinet. The annunciator allows for easy operation,of all functions, It features dual seven-segment • display and 14 uniquely assigned function keys. Keys are: ENTER, CLEAR, SILENCE, SHUNT and 0-9 used forALARM RESET,CLEAR AL ARM MEMORY,DIALER a B B B Q B B B B B RESET,REQUEST DOWNLOAD,DISPLAY MEMORY, p pp Qp p e, TEST, DISPLAY TROUBLES, SET DATE and O Id B p a p SET TIME. Ca00 OOQn© ■ a Remote annunciation is available through the Model 5230. This four-wire, 16-zone remote annunciator is easy to operate. Its fourteen function keys can perform 5521 the same operations as the main system annunciator, including silencing, resetting, and displaying of alarms, On-site programming is available through the optional Model 5521 Desktop Programmer or through any troubles and alarm memory. Use of access codes remote annunciator. prevents unwanted tampering. In addition the Model 5230 can be used to program all programmable options Remote programming can be accomplished through the for both the local control and digital communicator. use of 5521 programmer and 5530 modem, or through the use of an IBM or compatible pe•sonal computer and Features include LCD display, backlighting, English- the Model 5541 Downloading Software (requires the language annunciation. Model 5530 Downloading Modem). Up to seven 5230s can be attached to one 5207. Standby More than 60 programmable options are available for current draw per 5230 is 60 mA,alarm current is 120 mA. customizing system configurations and end-user featurc;s, including zone type (fire, panic, tamper, sprinkler, water, heat, cold, local); zone options (pre alarm delayed,smoke verification delayed,zone disab e); ,,, and zone location descripiiar.s Programmable dialer 91s I rte 14 options include total numberof reporting attempts,Touch- Tone" or rotary dialing, one or two telephone lines. — Several time delay features,including number of seconds to alarm in pre-alarm, smoke delay conditions, number of hours before loss hours report,and 24 hour test time, can be programmed. wD ZONE EXPANSION The optional Model 5210 Zone Expander doubles tho 5230 number of zones available to the 5207 from 8 to 16. The 5210 adds eight additional style A(class B)zones to the 5207, enabling use of both two- and four-wire COMMUNICATIONS/REPORTING smoke detectors. The 5207 is equipped with a UL listed digital dialer Voltage Ranges: Using 24-VDC power: 17.8-27.4 VDC. which has the ability to seize the telephone line(s) to Using 12-VDC power: 8.5-11.8 VDC. report alarms and troubles to a central station. It can supervise the telephone lines and activate a trouble- �' alert if a line failure is sustained for 45 seconds or longer. Other communications/repurting features include: Built- in ring detector; re-try if communication failed; fail-to i communicate output; ona or two phone lines option; up ' to four phone number capability (plus computer phone for downloading); Touch-Tone" and rota compatible. c 9). rotary P The 5207 is compatible with all major reporting formats including SIA (security industry standard), SK, 5210 FSK, SK 4/2, Radionics BFSK. Format selectable by account number. SPECIFICATIONS Model 7181 Fire Zone Convertor ELECTRICAL. SPECIFICATIONS: Converts Style A zones to Style D and vice versa. • Primary AC: 120 VRMS at 60 HZ, 2A • Total Accessory Load: 5A at 24 VDC 6A at 12 VDC ` INDICATOR LIGHTS: r • AC/DC POWER (Green)-On when system is running ,� •; on AC power; flashes when using UC. • ALARM (Red) - On for supervisory alarm; flashes for 5'.20 Direct Connect Module fire alarm. 'ised for City Box and polarity reversing direct • -1 ROIJBLE(Yellow)-On when trouble condition exists. wire applications. • SILENCED (Yellow) - On when alarm or trouble has been silenced but not yet cleared. • EVENT MEMORY (Yellow) - On when an alarm condition has been reset. • SET MODE/REPORT(Yellow)-On when system is in »-' ,, u test or program mode, including Date/Time set mode. 'S Flashes when system is reporting. 5530 Downloading Modem MECHANICAL SPECIFICATIONS: SIA format modem for remote programming of 5207. • Dimensions: 16 in. W x 26.4 in. H x 4 in. n (40.6cm W x 67cm H x 10.2cm D) • Weight: 25 lbs. (11.4 kg.) • Color: Red TELEPHONE REQUIREMENTS • FCC Registration No.: AC6USA-65475-AL-E • Type of Jack: RJ31 X (2 required) APPROVALS: 5541 Downloading Software • UL I-isted For remote programming wil-i IBM PC and compatible • FM Approved computers. Can be used with 52.07. Requires 5530 • CFM Approved modem. Software/modem package may be ordered • New York City MEA (formerly BSA) as a 5561. • NFPA Central Station Reporting Local Protective Signaling System s`4''.'{ City Box Polarity Reversal Y Proprietary Protective Signaling Sy,tern 5260 Printer Interface OPTIONAL ACCESSORIES Allows connection of a standard computer printer to provide a printed record of 5207 system activity. Simple Mode' 4180 Status Display Module plug-in connection (Printer not supplied.) Provides 16 outputs to give alarm and trouble conditions by zone. Two units can be connected to annunciate all 16 zones on a 5207 control. Con be used to drive LED or graphic annunciators (Non-supervised) • ARCHITECT/ENGINEER SPECIFICATIONS The contractor Shall provide a complete electrically supervised shall be programmed to operate on(1)pre-alarm, (2)tamper fire alarm and communications system, The system shall alarm, (3) special alarm, (4) fire alarm, (5) trouble, (6) no- contain a fire alarm control/communicator and panel to silence, (7) alarm by specific zone (1-16). The relays shall supervise and operate heat and smoke detection devices, remain energized until the panel is silence reset or the trouble alarm signal devices, visual annunciators and an integral condition is cleared, unless"no-silence"is selected. digital communicator to transmit fire alarm and supervisory signals to a central station. The control/communicator shall be The control/communicator shall have an integral annunciator UL Listed or FM approved for use under NFPA 71,72A,72B, to indicate sequen".ally zones in alarm,zones in trouble,and 72C and 72D standards. It shall provide power and control for system functions. LECs shall augment he display to make eight supervised detection zones,four supervised alarm signal clear to an operator the system status. An integr:I touchpad circuits and a dual digital communicator. The control/ shall be provided to operate, set up, end interrogate the communicato( shall be expandable to sixteen supervised system. Vital operations such as alarm silencing or reset shall detection zones and shall be able to communicate to a central be simple and obvious to an operator. Authorization pass station in SIA, SK FSK1, SK 4/2 or Radionics BFSK formats. codes may or may not be used. The control/communicator shall be Model 5207 or apprw ed equal. The control/communicator shall have the capability to supervise two telephone lines,seize the phone line,and send the alarm There shall be two Style D and six Style A detection zones. signal on one or both lines without the addition of any more They shall accommodate heat detectors, products of equipment. It shall sound a local trouble signal if the telephone combustion detectors, manual pull stations, sprinkler flow service is interrupted for longer that 45 seconds and it shall switches and gate valve supervisory switches intermixed as transmit a signal indicating the loss of phone line service to the desired and permitted by NFP,`,71,72A,72B,72C,and 72D. central station over the remaining phone line. A signal shall Products of combustion detection may be either two-or four- also be transmitted indicating the restoral of phone service. wire and shall be cross listed by UL for use on the system. The The control/communicator shall be able to report the loss of detection zones shall be programmed to(1)be cross zoned so either phone line without re Bard to which phone line failed first. that two individual zones must sense products of combustion, If both linea fail, a local signal shall sound. (2)automatically reset a detector to verify that smoke exists, (3)see a sinqle detector in alarm—before the alarm is sounded The control/communicator shall have the ability to send a test and a signal is transmitted to the central station. signal to the central station every 24 hours. The test signal shall be able to be transmitted at a specific time of day or night There shall be four 1 amp supervised (Style Y) alarm sigral by setting a program within the panel. circuits. They shall cause the bells/horns to ring steady/ pulsing/temporal throughout the premises unfll reset or The alarm signals transmitted to the central station shall silenced. Two 1 amp outputs can be combined to provide one indicate which of the eight zones is in alarm and which zones 2 amp output. are in trouble, depending on which format is used. Restoral from alarm or trouble shall also be transmitted by zone. The The control shall be equipped with four auxiliary relays that control/communicator shall be capable of communicating to Silent Knight, Radionics or Ademco cantral station receivers. 1 Snl[1 IW31. r 1 �Np 1 J :cwalNcrtn� --�T M J� 1•f MODEL 5207 BLOCK DIAGRAM-TYPICAL INSTALLATION SILENT 7750 Meridian Circle,Maple Grove,MN 55369.4927 MADE IN 1.600-446.644 or in Minnesota(612)493-6435 KNIGI IT FAX (612)493.6475 AMERICA Form 0150376(Rev 9196) FIRE CVCTFIIAC.,n TNI TEM 400' es Direct- w 1 • / / • Detector Models AvailabFe 1400 Ionization,2-Wire 1400A Ionization,2-wire,ULC Listed 1412 Ionization 4-Wire �► 1412A Ionization 4-wire,ULC Listed 1424 Ionization,4-Wire 1424A Ionization,4-wire,ULC Usted Features • 12 or 24 volt operation • Field sensitivity metering of detector to meet NF?A 72 • Removable cover and insect ,creen for easy cleaning requirements • Visible LED blinks in standby, latches on in alarm • SEMS screws for easy wiring • Twist-on mounting bracket with tamper option • 3-year warranty • Dual unipolar chamber design • Sealed against dirt, insects, and back pressure Specifications Size: 3.12" (8.1 cm) It, Spacing: 5.5" (13.9 cm) dia. Install per NFIIA i2 and local requirements. On smooth, Shipping Weight: 0.7 lbs. flat ceilings, spacing of 30 feet may be used as a guide. Operating Test Features: Temperature kange: 32°F to 120°F (0°C to 49°C) 1 Test port - Insert 6.1 inch maximum diameter allen Operating wrench or screwdriver into test port on detector Humidity Range: 10% to 93% relative humidity housing. noncondensing 2. Test module - Using a standard voltmeter interface, Air Velocity Rating: 1200 fpm maximum insert MOD40OR plug into detector's module port. Sensitivity: 1.9 f 0.6%/ft. nominal Fulfills calibrated sensitivity test per NFPA 72. Wiring: 12-18 AWG, twisted pair recommended �. tinting: 3'/2"or 4"octagon box, - e 4" square box with plaster ,r• V MEA/� ring, 50, 60, 75 mm boxes Ir1El1 approved APPROVED C System Sensor 8/96 T.it document is not intended to lie used for iestaliation purposes. A05-219-01 General Description All 400 Series ionization smoke detectors include a The 400 Series meets the performance criteria required by unique dual source, dual unipolar chaaf'uer detection UL/ULC. Additional key features include an LED which design which will sense the presence of s:noke particles blinks in standby and latches on to indicate an alarm. produced by fast combustion as well as :flow smoldering Detectors feature convenient field testing and sensitivity fires. This chamber exhibits increased stauliity, metering. The model 1400 includes remote LED significantly reduces nuisance alarms, and provides better annunciator capabilities using the RA400Z, performance at higher air velocities. Electrica► Ratings 1401 142 (4-wire) 140 2-wire) System Operating Voltage: 12 VDC (11.3-17.3 VDC) 24 VDC (20-29 VDC) 12/24 VDC (8.5-35 VDC) Standby Current: 100,uA max. 100,uA max. 100,uA max. Alarm: 77 mA 41 mA Two-wire control panels must be current limited 100 mA or less. Maximum Ripple Voltage: 4000 mV AC 4000 4000 Reset Voltage: .73 VDC .8 VDC 2.5 VDC Reset Time: .3 sec. .3 sec. .3 sec. Startup Time: 2 sec. 2 sec. 2 sec. Relay Contact Ratings: I Form A Alarm: 2A @ 30 VAC/DC 1 Form C Auxiliary Alarm: 2A Q 30VAC/DC; .GA ® 110 VDC; I 0 125 VAC Engineering Specifications Smoke detector shall be an ionization type (model 1400, removable for cleaning. It shall be possible to perform a 1412, or 1424) as manufactured by System Sensor. Wiring sensitivity and functional test on the detector without the connections shall be made by means of SEMS screws. need of generating smoke. The detector shall have a Detector will have a visible LED which will blink in mounting bracket that allows for mounting to a 3'/2"or standby and latch on in alarm. The detector shall have a 4" octagon box or 4"square electrical box. sensitivity of 1.9 ± 0.G% 'ft. as measured in the UL smoke box. The detector screen and covei should be easily Testing the 400 Series Ionization Smoke Detector RECESSED TAMPER SLOT TEST SWITCH r L_l � LED \ TEST MODULE \` SOCKET PUSH RECESSED TEST SWITCH WITH A 0.1"MAX. DIAMETER TOOL. Page 2 A05.219-01 I S PECT�Weft Se.4es SENSOR Strobes, 3825 Ohio Avenue.St.Chas les,IL 60174 1-800-SENSOR2(736-7672.).Fax 630-377-649S and ob • Il1�w�rt� • ti« i I i Features • 24 volt strobe models: 15, 15/75, 75 and 110 candela • Universal mounting plate included with each unit • 12 volt strobe models: 15 and 15/75 candela • One screw mounting of strobe and horn/strobe to nwununl; • Horn models operate on 12 and 24 volts plate • Low current draw: reductions as high as 45% • SpectrAlert strobe and horn/strobe take up zero room in the • Two field selectable/reversible horn tones back box. - 3000 Hz Interrupted • Single gang mounting without the use of a mounting plate - Electromechanical (horn model only) • Field selectable/reversible high-low dBA output on horn • Self-contained screw covers (low output on 24 volt models only) • Aesthetically pleasing design 9 - 101 peak dBA ® 10 ft. high output' • Synchronize horn and strobe with Sync•Circuit'"module - 96 peak dBA ® 10 ft. low output' • Silence horn on horn/strobe over a single pair of wires using • Field selectable/reversible temp 3 pattern or non-temp 3 Sync•Circuit module continuous pattern on horn Horn/strobe can be wired either in tandem or independently ' Sound output varies with tone and output options selected; sound • levels based upon anechoic room measurements. Specifications Input terminalS: 12 to 18 AWG Mountipg: 4"x 4"x 11/2"or Size of strobe and 2" x 4"x 1'/e" standard boxes horn/strobe with Operating temperature: 320 to 120° F (0° to 49° C) universal plate: 5"x 55/e"x 215/16" Voltage;. 12 or 24 VDC and Size of strobe and FWR unfiltered horn/strobe with Operating small footprint plate: 31/e"x 5s/e"x 25/16" voltage range": 12 V, 10.5 - 17 V Size of horn with 24 V, 20 - 30 V universal mounting plate: 5" x 51/s"x is/16" •' These products should be operated within their rated voltage range; Size of horn without UL does,however,test functional integrity to-20% and +10% of mounting plate: 215/16"x 55/16"x11/.6" manufacturer's stated ranges. Weight, horn only: 7.2 oz. F M Weight, strobe and ��. U�(`lr horn/strobe: 8.8 oz. "PPAovr° 0 System Sensor 12/96 This document Is not Intended to be used for Installanon purposes. A05-936-01 General Description _ System Sensor SpectrAlert Series strobes,horns,and combination horn/ seler(able features are accomplished with the use of pins and jumpers strobes are UL listed for primary signaling in life safety systems and meet located on the back of each SpectrAlert horn and horn/strobe.An accessory ADA public mode visible signaling requirements. module is not needed to make these field selections.The horn on horn/ SpectrAlert products can be connected to the alarm indicating circuit of strobe models will operate on a coded power supply The horn only mndel, a fire alarm control panel and are compatible with DC line supervision.The however,witl not operate on a coded power supply. In such instan-es, SpectrAlert product line mounts to standard back boxes with the use of a substitute with a System Sensor model MAI 2/24D. universal mounting plate included with each unit. An optional small Strobes footprint mounting plate fits to a single gang box. An accessory back box The ADA compliant SpectrAlert strobes are electronic visible warning skin gives a cosmetic finish to a 4"x 4"x I /I"or a 2"x 4"x I'/@"surface signals that flash at I Hz over their operating voltage range.These produL mounted back box. All strobe and horn/strobe mounting options require are available in 24 volt models at 15, 15/75,75 and 110 candela mtensiur., only one screw attachment of product to plate and In 12 volt models at 15 and 15/75 candela intensities SpectrAlert These products are designed for 12 and 24 VDC and full wave rectifier, products feature dramatic reductions in current requirements. unfiltered power.Full wave rectified operation requires more current than DC operation.For detailed current draw information,consult the table SynosCireult Module below.The horn/strobe combination products are factory assembled with The SynceCircuit Module is available for the synchronization of strobes and Jumper wires for In-tandem operation. For independent wiring of horn and horns and can synchronize two Style Y(class 11)circuits or one Style Z strobe,remove jumper wires When wired for Independent operation,the (class A)circuit.The module can also generate a synchronized temp 3 tone strobe will continue to run while the horn can be silenced.However,the for System Sensor's Multi-Alert"and PA400 4orr products'The strobe must be running for horn to operate. synchronization module allows the SpectrAlert horns on combination horn/ Horstrobes to be silenced on 2-wire systems. SpectrAlert's SynceCircuit Module The SpectrAlert Series horns and howl/strobes provide two different field can be daisy chained for multiple zone synchronization.The Module shall The not operate on a coded power supply. selectable/reversible tones,a high-low field selectable/reversible sound output vetting(low setting on 24 volt models only)and a field selectable/ 'For Multi-Alert and 1 400:Strobes must be wired to a continuous source reversible temp 3 pattern or non-temporal continuous pattern.These field of power(non-coded power supply). SpectrAlert Current Draw Table Strobe Only AVERAGE CURRENT(mA) PEAK CURRENT(mA) IN RUSH CURRENT(mA) YOlt 1 4y- Q 10.5V 12V 17V 20V 24V 30V 10 5V 12V 17V 20V 24V 30V 10.5V 12V 17V 20V 24V 30V Cendels oC `WA DC MA DC MA DC FWR UC MR DC MR DC FWR. DC FWR DC FWR 1x_ MR DC MR DC MR Dr: MR DC FWR DC FWR DC FWR DC MR DC MR 15 133 159 111 157 BI 128 59 80 53 R0 46 79 480 460 45014601_420 480 150 270 150 270 140 250 80 tOB 92 12_4 140 190 170 2301220 2110 270 370 15/75 t68 1112 142 171 89 150 78 92 86 93 58 94 IDG 520 IBO 520 4110 4110 170 270 110 270.160 270 76 101 8a 128 180 IBS t70 2J0 210 270 210 360 _75NA NA NA NA NA NA 145 166 123 119 102 141 NA NA NA I NA I NA NA 350 440 340 460 330 40( NA—Ni- NA NA I NA IIA 190 240 230 280_790 38n 110 NA NA NA NA NA NA 169 200 1401 1911 1151 174 NA NA NA NA NA NA 460 560 450 70 42 20 NA NA NA NA I NA I NA 1 190 12301 22012901 290 310 Horn Only AVERAGE CURRENT(mA) Y_fdode.t Hlgh/Low Temp 10.5V 12V 1TV 20V24V 30V Tone__Volume_Mon DC MR M MR rG I MA DC I Mn' OC I MR DC I MR Electro- Hlgh Tamp 10 t I 10 10 14 14 19 21 26 18 29 28 meth NOn 10 16 10 s19 14 25 17 29 23 34 30 42 Low Tom NA NA NA NA NA NA 11 12 13 13 17 15 Non NA NA NA NA NA NA 12 16 14 ij 17 24 3000 H2 High Tem 11 13 11 11 IB 16 21 28 28 2 37 33 Interrupt. Nnn 11 17 11 21 14 28 19 34 27 39 35 45 Low Tem NA NA NA NA _NA NA L/ t4 17 15_ 21 19 Non NA NA NA NA NA NA 13 18 16 21 22 25 Horn/Strobe-15 cd Horn/Strobe-75 cd AVERAGE CURRENT(mA) AVERAGE CURRENT(mA) V Mod t 4Y 4Y Modell High/Low Temp 10.5V 12V 17V 20V 24V 30V Hlgh/Low Tamp 10 BV 12V 17V 20V 24V 30V Tone Volume Mon OC FWR DC rwR DC FWR DC iWR DC M'R DC FWR T.lne Volume Mon DC rwR DC F. DC rwR DC FWR DC FWR GC Mn' Electro• High Temp 143 170 124 167 95 142 78 101 78 BB 75 105 Electro- High Tem NA NA NA NA NA NA 164 187 148 le? 131 167 meth Non 143 170 124 167 95 142 BB 88 76 100 76 107 meth NM NA NA NA NA NA NA 163 184 t46 160 132 189 Low Temp NA NA NA NA NA NA 70 92 66 93 63 94 I nw Tem NA NA NA NA NA NA 156 176 136 162 119 156 Non NA NA NA NA NA NA 71 92 67 93 83 95 _Non NA NA 7NA NA NA NA 157 178 137 162 119 157 3000 H2 High Tamp 141 172 125 188 97 144 83 108 Bt 103 03 112 3000 H2 High Tomo NA NA NA NA NA NA 169 192 151 172 139 174 irgerrupl Non 141 173 125 168 85 146_711 102 _80 106 01 115 Interrupt __ Non NA NA_ NA _NA NA NA 164 1119 150 175 137 177 LOW Tamp LA NA NA NA NA NA 73 94 10 95 67 118 Low Tom NA NA NA NA NA NA 159 180_140 164 123 160 Non N NA NA NA NA NA 72 D2 6 4 68 100 N NA NA NA NA NA NA 158 I88 IJB 183 124 I Ilorn/Strobe-15/75 cd Horn/Strobe-110 ed AVERAGE CURRENT(mA) AVERAGE CURRENT(mA) I ;4Y e 4Yhlode High/Low Temp 10.5V 12V 17V 20V 24V 30V Hlth/Low Tomp 10.5V 12V 17V 20V 24V 30V Tone Volume Mon DC MR DC I MR DC I Mil DC I MR DC IMR DC I MI Tone Volome Mon oC I MR OC I FWR DC FWR DC I FWR Dc MR oc MR FIKim- Hqn- Temp 178 1931 1521 1011 113 18, BS 113 DI 111 07 120 Electro- High Temp_ NA 14A NA_ NA NA NA 188 221 165 2U9 144 200 mach Non 178 1931 1521 181 113 164 93J.110 89 11.7 _88 122 mach, _ _ Non NA WA NA NA N4 NA 168 218 163 Fit '45 202 Low Tem NA NA NA N/ NA NA 87 104 19 106 75 109 Lcw Tem NA VA NA NA NA NA IBO 212 ISJ 204 132 189 NOn NA NA NA NA NA NA 88 101 BO tod 75 110 _ Non NA NA NA NA NA NA 181 212 t54 204 132 190 7000 H2 High Temo 1711 IB5 162 1113 115 I68 100 118 94 1111 95 127 3000 H' 'agh ToMP NA NA NA NA NA NA 931 225 168 214 152J07 interrupt. _ Non 179 1D6 152 Ira 113 1611 05 114 DJ 119 93 190 Interrupt. NM IIA NA NA NA NA NA 1118 222 IB1 211 150 Low TamNA NA NA hA NA NA 90 1D8 03 108 10 113 Low T! NA NA NA NA IN NA 163 2U 1576N n NA NA N� N\ NA NA 119 1 2 107 0 11 1 1 N NA NA NA NA NA NA 182 212 I 2 137 I',Itl1 This document is not intended to be used for installation purnoses A05.936 01 cheme ronRes Effective: January 1996 Heat Detectors Series 600 The Heat Detectors Series 600 are supplied with the following standard features: • Rate-of-Rise and Fixed Temperature • One or Two-Circuit, Normally Open • Easy Installation • Low Profile • Visual Indication • Operation Testing Description The Series 600 Heat Detector is attractive and durable, mounting screws are concealed. and features combination rate-of-rise and fixed- The detector simply attaches to the mounting plate with temperature detectors Heat detectors are available in a push and twist motion. No tools required. 135'F and 200''F temperature ratings Mounting plate is molded of white self-extinguishing Rate-of-rise detects heat by quickly responding to rapid thermoplastic rated at 105'C. The plate is extremely temperature increase. Rate-of-rise units have wide strong yet adapts to uneven moc,lnflng surfaces. spacing allowance of 50-foot centers. See Specification Table for details. Junction Box Mounting Ceiling Surface Mounting Fixed temperature reacts to heat by responding to a _ ie specific temperature setting, Series 600 Detectors use the same reliable pneumatic rate-of-rise element used in forme r models, but offer I f'4 or 4 Cul for surface Reversible Outlet Box or mounting, Mounting added aesthetic appeal. 4"Square Box Plate The pneumatic rate-of-rise element responds to a rapid ( 0 ' rise In temperature, approximately 15'F. (8'C) per minute, Reversible Mounhnct by expansion of air within the sealed chamber faster than Q Plate it can escape through a calibrated vent. The resultant increase in pressure depresses the diaphragm, causing _ qa. the ele:trical contact to close the circuit The fixed temperature element uses a fusible alloy .. ! When ar^tivated, the external heat collector drops away to provide quick v sual confirmation that the element has operated. Round Flat '---�,� {�� The units protrude only 1'� inch from the ceiling surface � sewHead Screws '� I wood with a junction box mounting. They have pleasing <�,_ 51Bto I' .� J screws contours and an all-white finish that conforms to ceiling Series 600 Testing Methods aesthetics. Models F01/621 and 602/622 can be tested by the Installation application of quick heat from any convenient source A Fach detector includes a patented reversible mounting portable hair dryer is recommended. However, do not plate. In one position, it easily attaches to 4"junction box, apply heat that exceeds the fixed temperature rating of 3 octagon box or plaster ring. the detector. In reverse, th,n plate can he used for open wiring Models 603/623 and 604/624 cannot be tested without a junction tic,x. A spa,;e between detector and However, the fusible alloy element is generally mounting surface ailolws for wire connections. All considered so reliable that testing is not necessary All rights•PsPrved 11'96) Ch�metn nics is a Ir;demark of Chemetronics Caribe.Inc ChemelifiNb i u Effective: January 1996 Model 601 and 621 Model 602 and 622 Model 603_and 623_ Model 604 and 624 No MarkingO Gray Ring - -- -0 Gray Spot 00— Gray Ring and Dot Model 601(1 circuit) Model 602 0 circuit) Model 603(1 circuit) Model 604(1 olroulf)•Model621(dual circuit) Model 622(dual circuit) Model 623(dual circuit) Model 621 duel circuit) Rate-of-rise and Fixed Rate-of-rise and Fixed Flxeu Temperafuro only, Fixed Temperature only, Temperature. 135_F(57_C) Temperature,200°F(94"C) 135°F(57°C) 200"F(94"C) Application Normal temperature Application:Normal temperature Application.Unusually violent Application Unusually violent fluctuations and ceding fluctuations and ceiling temperature llucfuaticns and temperature fluctuations and temperatures not exceeding temperatrres exceeding ceding temperatures not ceiling temperatures exceeding 100-T 13x9°C) 100°F(38°C)but not 150°F(68°C) not exceeding 100°F(38°C) 100°F(38_°C)but not 130-F(66'C) Maximum Spacing allowance' Maximum Spacing allowance' Maximum Spacing allowanceMaximum Spacing allowance' 50itx50it-UL 50Nx30it-UL 25 it x25N-UL 15Nx1511•UL 30ftx30N-FM. 30Nx30N-FM _20Nx20N-FM Refer to National Fire Aleim Code standard NFPA 72 for application requ!rements. Important Special Notes Screw Terminals Apr)lication: Heat rtetectors should be used for property -` protection. Reliance should not be placed solely on heat Standard Single Dual Circuit Detector detectors for life safety. When life safety is involved, Circuit Detector Used to send two Independent smoke detectors MUST also be used. Detectors must sl,nals not be painted. Battery Back-Up: Heat detectors should be Wire from alarm Wire connected to electronically supervised with battery back-up at the panel or previous next detector or - panel, detector end of line resistor The rate-of-rise mechanism may be subject to reduce • • sensitivity over time. Annual testing cf the rate-of-rise operation is recornmended. Wire from alarm Electrical Ratings ' panel or previous 6-125 Volts A.C., 3.0 Am detector. \ 6-28 bolts D.C., 1.0 Amp. • 1?5 Volts D.C., 0.3 Amp, 25C Volts D C., 1 Amp Wire connected Wire connected Listings Approvals to next detector to next detector -- • Listed by Urderwriters Labcratories (UL) or erid of line resistor or end of line Factory Mutual Approved (FM) resistor. • California State Fire Marshal Approval (CFSM) • Ci'y of New York (MEA) Listing No. 188-94-E NOTE All single NOTE All dual circuit models • L,-,,ed by I-inderwriters' Laboratories of Canada (ULC) circuit models come come with one(2)normally with one(1) open dry contacts. normally open dry contact Distributed by The seller makes no warranties, express or Implied including, but not limited to, the Implied warranties of merchantability and fitness for a particular pur• pose, except as expressly stated in seller's sales contract or sales acknowl• edgment form We try to keep our product Information up to date and accurate All specific Applications cannot be icivered nor can all requirements be anticipated All specifications are subject to change without notice Chemetronics,Carlbe Inc. P 0 Box 779, Rt 992,Km.0.2 Luquillo, Puerto Rico 00773 USA Phone (800)496-8383 or(809)889.4370 Fax (800)496-7272 All rights reserved(1'96) Chemelronlcs is a trademark of Chemetrorlcs Canbe,Inc GE NT' EX New UL 1971 , Constant SERIES Flash Rate, Low Current Meets Code Requirements for Supervised Systems The GX90/GX90S are high quality The GX90S Series, at 12 and 24VDC remote signaling appliances that offer have minimal peak operating current and dependable audible and visual alarms. only a momentary start-up current, while The GX90/GX90S Series are available in the 1 Hz flash rate appliances have a Fire Alarm Red or Off-White faceplates with minimal peak operating current normally a textured grain finish. These plastic face- les. than a 17 percent increase from plates permit attractive flush mounting. nonviral operating current and minimal p!NTN The GX90S Series with the 15/75, 30/75 star,-up ourrent. and 110-cd models meet or exceed the -'he GX90/GX90S appliances are UL requirements of 4.28.3 of the ADA, All 464/1971 listed for use with fire protective models are listed for both filtered and systems and are warranted for 2 years from unfiltered power. the date of purchase. GX-90 Remote Audible Signal Available Models Combined Rated Light Current Draw Model Nominal Intensity d Nominal Flash Peak Number Voltage In Candela Village Role/Min. d8 410 Ft. GX90-2 12 VDC - 12mA 90 6140.4 24 VDC — 15mA - 90 GX90S-2.15 12 vt7C 15 125mA 50 90 _ GX90S-2.15175 12 VDC 15 UL11 971) 210mA v 60 90� 75(UL1638) _ X90S-4.15 24 15 93m 80 90 G%90S 4.15/75 W 24 VDC 15(UL1971) 120m 80 90 75 UL1638 - GX90S-4-30175W 24 VDC 30(UL1971) 157mA 60 90 16 ) GX-90S 75 GX90 •4.15175- G 24 V 15(UL1971) 135m 80 90 Remote AudibleNisual 75(UL1638) — Signal GX90S-4-1 10 24 VDC 110235mA 80 90 Note: All 24 VPC models operate from 21.30 VDC•20+10% All 12 VDC models operate from 10.16 VDC 24VDC 15 candela units have a start-up current of 114mA and a peak operating current of 84MA 15,75 candela units have a start-up current of 130mA(wall)and a peak operating current of 110mA Approvals 15/75 candela units have a start-up current of 140mA(ceiling)and a peak operating current of 125mA - 30(75 candela units have a start-up current of 120mA and a peak operating current of 160mA 110 candela units have a start-up current of 14emA and a peak operating current of 240mA L r�oile E N vrrrr i.rMM•TfIRIER INf. • Americans with Disahilitles Act(ADA 4.28.3) • BFP(City of Chic—o) • BS+A/MEA 0285.91-E • CSFM'Listing 7135-569:113 01-464,UL1971,UL1638 WHEN PLACING AN ORDER:add the following to the end of the model number: ULC W" - Wall mount and "R" - Red faceplate f - Plain(no lettering) W" Off-White faceplate G"' Ceiling mount(15175 models only) GENTEX Wiring Diagram GX-90 SERIES Wiring Diagram GX90 & GX90S nnlral l',r� J�IN:tof Hpiny r w OXBos a OX90 OxSOS A GxSo r4 ❑ ❑ NTROL rnNFlEl. SUPE VU E R END OF LINE RESISTOR SIGNAj C f I ♦ RED RTU_ -- ._- RED RED iJl ir,lpn Su(xrllnd•rr CiH w I.ri1�J'i11•' j ,•M'Srgnnl Whan rI^°gar" - BIACK — BLACK BLACK LCK i.I,il�nM r1r r r •r ACH WIRE RUN MUST BE BROKEN TO PROVIDE 9UPERVISION of SIGNAL CIRCUIT Mounting VOLTAGE SUPPLIED TO REMOVE SIGNAL WHEN PANEL 19 LATCHED •ALTHOUGH ELECTRICALLY COMPATIBLE STROBE DEVICE UNITS ARE Not RECOMMENDED FOR USE ON CODED OR PULSING SIGNALING CIRCUITS •OPFRATING TEMPERATURE 32'120'F 14 4-48 CI J� Mounting Rough-in Box and Run Wiring T �r 1 01 24 units per carton 5 pounds per carton i � - ' -- r4unluts per carton ,p nds per cartonn] fi Dimensions GX-90 Dimensions GX90S O ~O Sol sx•o r.sP, a..o. Architect & Engineerings Specifications Architect & Engineering Specifications The alarm horn, shall be Gentex Model No, GX-90. The appliance shall be The audlble,vlsual shall he Gentex model GX90S or approved equal, and listed with Underwriters Laboratories for use with Fire Protective Signaling Systems shell be listed by Underwriters Laboratories per UL484,and when combined with the strobe option the strobe shall be listed per UL1971. The notification and produce a minimum 85 dB at 10 ft. The appliance shall be of solid-state appliance stall also be listed with The California State Fire Marshall(CSFM)and construction and be polarized to operate from 21-30 VDC with a 15 milllamp the Bureau of Standards and Appeals(IJYC), current drain at 24 VDC;and from 12 VDC with a 12 milliamp current drain.The The notification appliance shall produce a peak sound output of 90dbA or provided with 2 terminals,and mount to a variety of single-gang greater as measured in an anechoic chamber. appliance shall be p The maximum current consumption at 24 VDC for the audible only shell not back boxes. exceed 15 milliamps at 24 VDC and 12 milliamps at 12 VDC,and the maximum cur- rent consumption for the combination audiblelvisual notification appliance when uti- lizing a 15cd strobe shall not exceed 93 m0lamps at 24 VDC and 127 milliamps at 12 VDG. TEX For those applications requiring a higher output Intensity,the maximum current consumptionon at at 24 VDC shall not exceed thea combined current consump- tion of audible with the following visual with each candela: 1515cd CORPORATION shall not exceed 135 milliamps.30175ed shall not exceed 157 milliamps, 11ocd shall not exceed 235 milliamps Fire Protection Products: The visual signal shall have a 1 Hz"ash rate regardless of input voltage. 10985 Chicago Dr., i30X 310,Zeeland, MI 49464 The notification appliance shall be provided with terminals and be capable of 9 mounting to a 4"square box or a single gang switch box 6161392-7195 FAX:616/392-4219 1-800-436-8391 Gentex Corporation reserves, right to make changes to the product data sheet at their discretion Prinle9 on Recycled Paper GX082096.1 June 30, 1997 F-200 Flrelffe®ALarms BG-8 Series IncorhoraTeD Manual Fire Alarm Pull Stations Section: conventional Initialing Devices GENERAL California The BG-8 Manual Fire Alarm Pull Station provides a single- / State Fire action, normally-open contact alarm initiating point for use Marshal ,� � L � •:'+�+�' with UL listed Fire Alarm Control Panels. 7150-0075:148 FEATURES 5711 CS115 • Complies with Americans with Disabilities Act. ADA MEA • Sturdy metal construction. 38-93-E • Simple operation. • Operation does riot require replacement of parts. • Drawing of flames on cover helpG communicate pur- pose of this device to people who do not read English words. • Designed to prevent false alarms when bumped,shaken, or Jarred. • Listed to UL 38. APPLICATIONS Designed for indoor use in atmospheres which are not - potentially explosive. Use as a means of allowing anyone on the premises to turn in a non-coded alarm quickly,with- out chance of error Typical uses inciudw J 1. Schools 2. Hospitals. 3. Retail stores. 4. Industrial plants 5. Warehouses. i Compatible with any appropriate control panel to 1. Initiate Beal alarm signals. 2. Trip a municipal fire alarm box 3. Start fire pumps. 4. Any other function that can be initiated or controlled . by the closing of a switch eonUwA. OPERATION The stations feature non-break-glass operalion. They are operated by a pull on the pull cover. This causes a key latch to act against a retaining mechanism until adequate AL4RM force is applied to open the station. As the station opens, a switch is released to initiate an alarm. The retainer in Model 813-8 is a permanent,high-tensile,flat spring,which eliminates the need for a glass retainer. When so oper- ated, the cover hangs down (and cannot be reset without use of a reset key) Indicating that the station was used to BG-8(shown lull size) Initiate an alarm. OPERATED STATIONS CAN BE SEEN UP TO 100 FEET AWAY. The attractive design of the stations oighlights their engi- neered simplicity and unusual dependability; bumping, Th!s document is not intended to be used for InstaBalion purpos3s. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or ISO-9001 anticipate all requirements. All specifications are subject to change without notice. For Engineering and Manufacturing OEM more information,contact Fire•Llte. Phone(203)4"7161 FAX.(203)464-7116 Quality System Certified to Fire LITe•ALarms 12 Clintonville Rad,Northfo-d,Connecticut 06472 International Standard ISO-9001 rrWOO Marie in file u 5 A o.ror tF 50628 - Page 1 of 2 shaking,r,rjerring will not activate the switch or circuit. In- rROD1JCT LINE INFORMATION structions for operation of the station are clearly marked on the frort of the pull cover. Model Description The BG-8 Station is die-formed from 1/8"thick satin finish BG-8 Manual Fire Alarm Pull Station. Single-action. aluminum,with the operating instructions in raised letters. Normally-open contact. BG-8 contacts rated at: 1 amp.,30 VAC,and 30 VDC. BG-8SP SPANISH Manual Fire Alarm Pull Station, with Master key fits all stations used in an installation of the FUEGO(FIRE)and JALE(PULL)in large capital same series. letters. Single-action. Normally-open contact. INSTALLATION BG-2R Surface mounting backbox for BG-8 Series sta- The station mounts with two screws (supplied) to a stan- tions. One end tapped for 1/2" conduit. Color: dard single-gang electrical switch box. It can also be MATCHING RED. mounted to a surface mount box. 6" wire leads are pro- vided for making easy tonne-tions. ARCHITECT/ENGINEERINO, SPECIFICATIONS Manual Fire Alarm Stations shall be non-code, non-break- glass type equipment with a key operated reset, and so A designed that after actual Emergency Operation,they can- not be restored to normal except by use of a key. An oper- ated station shall be designed such that nnn^ -ctivation, it will be visually detectable at a minimum d13tance of one hundred feet, front or side. Manual Stations shall be con- structed of die-formed aluminum,with operating directions provided on the front cover In raised letters. The word FIRE shall appear on the front of the stations in raised letters, five-eights Inch high or larger. Stations shall be suitable for surface mounting on matching backbox, or semi-flush mounting on a standard single-gang box or switch plate, . and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) dependent on manual station accessibility or per local requirements. Manual Stations shall be Underwriters Laboratories listed. AFIRE � ALARM Fire-LITe"41 r BG-8SP 5(8"(1.59) 1-3/8" 3-1/4" �� \--'(3.49) {8.25) " > 4" (10.16) 3-1/4„ From previous J Ij To next (8.25) station or �J I station or fire alarm - - { end-o►'--line / control panel. device. J BG-8/BG-8SP(Rear View) RG Series Backbox Page 2 of 2 - Dr 50628 BUILDING PERMIT CITYOF T I G A R.D PERMIT#: BUP2000-00150 DATE ISSUED: 05/31/2000 DEVELOPMENT SERVICES 13,25 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-411 PARCEL: 1S126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST ZONING: C-P SUBDIVISION: LEHMANN ACRE TRACT JURISDICTION: TIG BLOCK: LOT: 007 REISSUE: FLOOR AREAS _ _ EXTERIOR WALL CONSTRUCTION _ CLASS OF WORK: FPS FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5-1HR sf N: S: E: W: OCCUPANCY GRP: R1 TOTAL AREA: J.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: GARAGE: sf OCCU SEP. RATED: STOR: HT: ft REQUIRED �3SMT?: MEZZ?: REQD SETBACKS _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 11,540 00 Remarks: Fire protection system for hotel. Owner: Contractor: VIP MOTOR INNS FIRE PROTECTION SERVICES ;19757 SW BOONES FERRY RD 15100 SW 139TH WILSONVILLE, OR 97070 TIGARD, OR 97224 Phone: 509-3732 0 / L i Reg#:Phone: LIC 121039 �/ i '� l lJ I I UELE 34-488CLE FEES REQUIRED INSPECTIONS _ Type By Date Amount Receipt Fire Alarm :nsp _ PRMT GEO 04/27/200C $96.2.5 0001734 Final Inspection 5PCT GEO 04/27/200C $7.70 0001734 FIRE GEO 04/27/200C $38.50 0001734 PRMT KJP 05/31/200C 046.25 0002574 (additional fees not listed here) -- Total $210.90 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. 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 suspended for more than i,90 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-1987. You niay obtain a copy of these rules or d' ect questions to OUNC by calling (503) 246-1987. Pe rm Itee Signature: — Issued By: Call 639-4175 by 7 p.m. for an inspection the next business day Fire Protection Permit Application Plan Ch `�-� CITY OF TIGARD Commercial or Residential Recd B � 1312,,, SW HALL BLVD. Date Rec'd_ TIGARD, OR 97223 Prim nr Type Dale to P.E. (503) 639-4171, x. ?04 Incomplete of :Ilegible applications will not be accepted Date to DST GG Permit Called Job Name of Development/Project Type of System (Complete A or B as applicable) —y Address Address —_—— -- `! 57S S6r.i �_ �5 A.) Sprinklcr Wet ❑ Dry ❑ Name --- —_� —�- ------ i /n J �O �_,,<, Standpipes Owner Mailing Address - -- — Hazard Group 7 5 ,ty/state, /l Zip Phone Additional -- _— Ir rev/ 5 �✓D 7v 63 '72 `( Information Density � qme i � Design Area occupant Mailing Address — n K.Factor City/State Zip A.1) Sprinkler Project Valuation $ Contractor Name — _-- -- (Sprink...r or is o�Qc�,tp�� B.) Fire Alarrrt Alarm Company) Mailing Address — Prior to permit /-"y J ��J 1.3�t`, 4,/', Submittal Shall Include Battery Calculations YES II Issuance,a Clty/State Zip Phone copy �'�,) Individual Component YE U co --r r j �� X03�F/� 373,E Cut Sheets l t`r� of all licenses /are required if Statef Const.Cont.Board Lic.# Exp.Date H.1) Fir--Alarm Project Valuation co expired in COT1-, /%� �, -- -__ ______—__ database Name Project Valt ation Subtotal (A&or B) $ 0,L) Permit fee based on valuation $ Architect Mailing Address see chart : — - City/State Zip Phone 8% Surcharge $ ,17 ,C2 ____ J� t7.V �v<. 3$aS FLS Plan Review 40% of Permit $ Describe work A.)New O Addition O Alteration O Repair O to be done: -- —--- -" B.) Modification to sprinkler heads only: TOTAL $ IZ� Y 1. 1-10 heads=No plans required - --- - ---- -- T 2, 11+=Plan review required I Plans required: Submit three sets of plans,including a vicinity map and ----_------•-_--------•-.--.---.__...--•----------------- I the location of the nearest hydrant. Number Of s rinkler heads: _ fff 1 hereby acknowledge that I have react this application,that the Information given is Additional Description of Work: I correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliance with Oregon State, A. In Eyistin Building New Buildin SI nature of Owner/Ag t Date 1 9 9�- 9�— - BuildingData B.) Commercial Residential - Contac'Per!9 Name Phone /Y No.of stories: _ — — -- FOR OF_ ICE USE ONLY: _— Plat# Map/TL#: Occupancy Class Type of Construction Notes ,:,dsts\forms\firesupr,doc 2/2/00 Valuation of Project Permit fee Tax 8% FLS 40% Total _ 1 - 2,000 _50.00 4.00 20.00_ _ 74.00 2,001 - 3,000 _ _ 59.25 4.74 23.70 87.69 3,001 - 4,000 68.50 5.48 27.40 101.38 4,001 - 5,000 77.75 6.22 31.10 1 115.07 5,001 -16,000 1 87.00 6.96 34.80 128.76 6,001 -17,000 _ _ 96.25 7.70 38.50 142.45 7,001 - 8,000 105.50 8.44 42.20 156.14 8,001 - 9,000 _ 114.75 9.18 45.90 169.83 9,001 - 10,000 124.00 9.92 49.60 183.52 10,001 - 11,000 133.25 10.66 53.30 197.21 11,001 -,12,000 142.50 11.40 57.00 210.90 _ ~ 12,001 - 13,000 151.75 12.14 60.70 224.59 13,001 - 14,000 161.00 12.88 64.40 238.28 14,001 - 15,000 170.25 13.62 68.10 251.97 15,001 - 16,000 179.50 14.36 71.80 265.66 16,001 - 17,000 188.75 15.10 75.50 279.35 17,001 -118,000 198.00 15.84 79.20 293.04 18,001 -119,000 207.25 16.58 82.90 306.73 19,001 -120,000 216.50 17.32 66.60 320.42 20,001 - 21,000 225.75 18.06 90.30 334.11 _21,001 - 22,000 235.00 18.80 94.00 347.80 _22,001 - 23,000 _ 244.25 19.54 97.70 361.49 23,001 - 24,000 253.50 20.28 101.40 375.18 24,0011-125,000 262.75 21.02 105.10 388.87 25,001 -126,000 269.50 2 1.56 107.80 398.86 26,001 - 27,000 276.25 22.10 110.50_ 408.85 27,001 - 28,000 _ 283.00 22.64 113.20 418.84 28,001 - 29,000 289.75 23.18 115.90 428.83 29,001 - 30,000 296.50 23.72 118.60 438.82 30,001 - 31,000 303.25 24.26 121.30 448.81 31,001 - 32,000 310.00 24.80 124.00 458.80 32,001 - 33,000 316.75 25.34 126.70 _ 468.79 33,001 - 34,000 323.50 25.88 129.40 478.78 34,001 - 35,000 330.25 26.42 132.10 _ 488.77 35,001 - 36,000 337.00 26.96 134.80 498.76_ 36,001 - 37,000 343.75 27.50 137.50 508.75 37,001 - 38,000 350.50 28.04 140.20 518.74 38,001 - 39,000 357.25 28.58 142.90 _ 52873 39,001 -140,000 364.00_ 29.12 145.60 538 12 3 i C 40,001 -141,000 . 5 29.66 _148.30 548.71 41,001 - 42,000 377.50 30.20 151.00 558.70 42,001 - 43,000_ 384.25 _ 30.74 153.70 568.69 43,001 - 44,000 391.00 31.28 156.40 578.68 44,001 - 45,000 _ 397.75 31.82 159.10 588.67 45,001 - 46,000 404.50 32.36 161.80 598.66 46,001 - 47,000 _ 411.25 32.90 164.50 _ 608.65 47,001 -148 _ _ 418.00 33.44 167 2U 618.64 48,001 - 49,00" 424.75 33.98 169.90 628.63 49,001 5_0,000 431.50 34.52 172.60 638.62 is\dsts\forms\firesupr.doc 2/2/00 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Lane: 9-4171 - BUP _ _ Date RequestedT_•_ ,� _AM_�__—PM —_— BLD _ Suite MEC Location t�- 'Ct-C-Q-'�' — — -- 714 Contact Person Ph PLM Ph ��..�,,� SWR Contractor _ } BUILDING— Terant/Owner ELC Retaining Wall ELR Footing Access: FPS Foundation �,r "r`- Ftg Drain SGN Crawl Drain Inspection Notes: Slab SIT _ Post&Ream Ext Sheath/Shear Int Sheath/Shear Framing Insulation -'tea- Drywall Nailing -_ 1 •� -�! __l_� Firewall Fire Sprinkler --------0 71W-- --- - - -- ----_-- Fire Alarm Susp'd Ceiling - -�_-. - --- - - --- ------- -- Roof -_- misc. - -------•-- — Final --- - --- PASS PAR F FAIL. --_ PLUMBING Post&Beam Under Slab Top Out Water Service - - Sanitary Sewer Rain Drains ----- - Final PASS PART FAIL MECHANICAL Post& b,- Rough ,Rough In __- Gas line Smoke Dampers Final I - PASS PART FAIL ELECTRICAL — Service -- Rough In UG/Slab - Low Voltage - AA 11armS PART FAIL ^--SITE - -- - _- .--_--- Backfill/GrL ling - - Sanitai y Sewer Storm Drain [ J Reinspection fee of$ required before next inspection. Fay at Ci'y Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call t r reinspection RE: ]Unable to Inspect-no access Fire Supply Line ADA Approach/Sidewalk Date �_ /-4p �Inspector Ext Other - Final PASS PART FAIL J DO MUT REMOVE this Inspection record from the job site. FILECRECEIVED JUL 1 .1 2000 CNIMMITY DEVELOPWAI TRT ENGINEERING, INC. _ 2636 SE Market St-Portland, Oregon 97214 -(503) 235-7592 Fax (503) 235-7593 July I i. 2000 Hap Watkins City of Tigard Building Division V 13125 SW Hall Blvd Tigard, OR 97223 Re: Case # SDR99-00002 Phoenix lnn Motel Expansion 9575 SW Locust St —Tigard, OR Water Quality Facility Completion Dear Mr Watkins Pursuant with the Developer-Engineering Agreement for subject project i have made construction and visual observations of modification to the water quality facility at the site. Based on these observations I hereby certify the construction to be in compliance with the design drawings and specifications Call me at (503) 235-7592 if you have any questions on this submittal. Sincerely, TRT ENGINEERING, INC Timothy, R Turner, P.E President C:\draH,ingswips\green\cert Ldoc CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP --- Date Requested_ �v Z� � � —AM---PM BLD Location �J � G �•c:t. —_ — Suite MEC _—_— Contact Person Phi _ PLM _ Contractor _ _ —___ Ph _ SWR — U L.DING Tenant/Owner C t' i c�` �/� — ELC Retaining Wall ELR Footing Access. Foundation FPS - Ftg Drain SGN Crawl Drain Inspection Notes: --------"- Slab _ — _ �- _---- ----- SIT ---- — — Post& Beam Ext Sheath/Shear ---- ------- --- Int Sheath/Shear naming nsulation 'hywall Nailing __..— ---- ---- - - -- ------ ---- - Firewall Fire Sprinkler --------.-----,<-- ---_ --- Fire Alarm Susp'd Ceiling I - - --- ----------- ----- - --- ------------ ---- Roof Misc: --... ----- - - -- -- ---- ... ------ -- ----- ---- -- --- -- -------- -------- ----- Finil PASS PART FAIL --- -- -- --- - ---- - ---- ------ ---- ----- — -- - - -- PLUMBING Post& Beam Under Slab Top Out Water Service Sanitary Sewer Ruin Drains Final --------- -- ------- - PASS PART FAIT_ _-- MECHANICAL Post& beam _-_— -- - -- - — Rough In Gas Line --- ------ - - - - _ -- ---- - Smoke Dampers Final -----�.-.------....-.- ---------------_..._ __._-- _ _ ---- --- - - $S SPAR f FAIL ELECTRICAL Rough In UG/Slab - Law Voltage Fire Alarm _ --- - --- -- -- - Fn PART FAIT_ - --- -- ----- -- -- --- Backfill/Grading -` Sanitary Sewer Storm Drain [ ]Reinspection fee of$_ required before next Inspection. Pay at City Hall, 13125 SW flail Blvd Catch Basin [ ] Please call for inspection RE: _ _ — able to inspect-no access Fire Supply Line --- r ADA Approach/Sidewalk Date ` ?- C"Z,' Inspector �� -"' Ext Other _ _ - ----- ----_- Final PASS PART FAIL DO PIAT REMOI E this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 --- -- BUP _Date Requested �S��U AM PM BLD Location ` > )` 1/ _ __ Suite MEC Contact Person 11,� ! Ph �� 3?r1 PLM Contractor Ph SWR BUILDING -- Tenant/Owner ELC Retaining Wall _ ELRC� Footing Access: Foundation FPS Fig Drain SGN Crawl Drain Inspection Notes: - --- Slab — --------- -- --- -- SIT Post&Beam — _ __— Ext Sheath/Shear Int Sheath/Shear Framing Insulation - - -- _-- --- — - -- Drywall Nailing Firewall -- Fire Spriuklor --_--__-__ -__.. Fire Alarm - r�-��y'77 __._.. Susp'dCeiling Roof Misc:__ ---- - --- -- -- - -- �- Final , PASS PART FAIL - - ---- � PLUMBING Post&Beam --- -- Under Slab Top Out _ - --- Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL Post& Beam Rough In Gas Line _ _-- Smoke Dampers Final PASS PART FAIL — Rough In UG/Slab Low Voltage Fie arm S PART FAIL Backfill/Grading -_-- Sanitary Sewer Storm Drain [ ]Reinspection fee of$ _ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( ]Please call for refnspecti RE: _ ]Unable to inspect no access ADA Approach/Sidewalk Other Date !�'_ Inspector -- �- Ext Final PASS PART FAIL 00 NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Buz iaess Line: 639-4171 MST BLIP — ______v nate Requested 7— AM PM BLD _ Location Gv Cct 5 Suite _ _ MEC Contact Person _ Ph ,g#cf-/_�4 PLM Contractor_ _ _ _ _ _ Ph SWR BUILDING Tenant/Owner _ ELC _ Retaining Wall Footing -- ELR —_-- Foundation Access: FPS Fig Drain - Crawl Drain Inspection Notes: `-- SGN Slab ------ --------------- SIT Post&Beam -------- ---- Ext Sheath/Shear Int Sheath/Shear _-- - --- Framing _ Insulation -------""- --- - Drywall Nailing r),\J A'c-z Firewall — -�-- - --- Fire Sprinkler Fire Alarm — ----- Susp'd Ceiling Roof -- -- Misc: - ..----- - - Final — ---- -- ----- -- ---- PASS PART FAIL PLUMBING _ Post& Beam _ -- ---- — -- - ---- Under Slab Top Out - - - Water Service Sanitary Sewer ----- —------- --- — -- -- --- ---_ Rain Drains Final ------_----- -- -------- PASS RT TAIL MECHANICAL- --- -_----------- -- Post& Beam _-- -- _- ----------------..-------- Rough In 1 Gas Line -- - - Smoke-Dampers ------------- --- -----------"------- FII -------- .__....---- ---- ------..."_. -- — PASS / PART FAIL tLEMICAL --- Service Rough In - ----....-- -- ---- ---- --"- - UG/Slab Low Voltage -- --- Fire Alarm Final — PASS PART FAIL _-_.-----_____.-- ----------------------____-- SITE Backfill/Grading ---- - ------- Sanitary Sewer Storm Drain I ] Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( ] Please call for reinspection RE: -- ( ]Unable to Inspect-no access ADA Approach/Sidewalk // ) Other Date �(� _.__Inspector Z652lA) --__—Ext 2/ Final i PASS PART FAIL DO NOT REMOVE this inspection record from the job site. ..i ^r CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639.4175 Business Line: 639-4171 MST BUP _ Date! Requested_ ANI FM BLD Location j ,5 LV L�c�u 7 .f�" - Suite MEC _ Contact Person ----------- ---/ /,� . ph c�!/ 3 /y� L _ PLM Contractor Ph SWR BUILDING Tenant/Owner _ _ EL.0 % r`4' _ c u 2C, y Retaining Wall — Focting ELR Foundation Access. FPS Ftg Drain _ - Crawl Drain Inspecw n Notes: ,�- SGN Post&Beam -- — `; rL_—._S SIT -- — —._—. Ext Sheath/Shear �� /' �:,,� _ !F" — Int Sheath/Shear --- Framing --------------- -------------------- Insulation Diywall Nailing -_ Firewall --- ---_ CT. ------- Fire -Fire Sprinkler ------- Fire Alarm -- -- Susp'd Ceiling Roof Misc: ------- - -------------------------- --- - -- - — Final - PASS PART FAIL ---- ----- _ ---------------_PLUMBING Post Post&Beam —---- - ---_—, ------ �_—. __ Under Slab TopOut -------- --- ------- ..— -- - ---...----- Water Service Sanitary Sewer ------ -------- - ------ ----- -- -- - Rain Drains ----------- --- final -- ——--- ....— ..-------- ---- -- --- PAST PART FAIL MECHANICAL_ - Post& Beam -- - ---- -- - .-- -- -- Rough In - - ----- - __....----------__..--- Gas Line — - _---_._.—___. -..------__. Smoke Dampers - — Final --- ----- --------- PASS PART FAIL ----_---_- -----`-- — — ELECTRICAL — ------ ---- _ — - - - e ------------- Rough In ---- UG/Slab Low Voltage -- — - -- ---- Fir Alarm r, cR PART FAIL ------------- .._ SITE Backfill/Grading _--- Sanitary Sewer Storm Drain ( ( Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line I )Please call for reinspection RE: Unable to inspect-no access ADA Approach/Sidewalk Other Date �_— - Inspector --- _ Ext Final TT _ — PASS PART _FAIL� DQ NO1' REMOVE this iraspectinn recorrti from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 - --- BUP Date Requested 7'-� AM_ PM BLD L..)cation ; / Suite MEC Contact Person Ph <G a 1� 4 2 _ PLM Contractor_ Ph SWR BUILDING Tenant/Owner _ _— ELC — Retaining Wall ELR _ Footing Access: --- �� Foundation FPS Fig Drain - - Crawl Drain Inspection Notes: SGN Slab Post& Beam --------------_---------- -- -- SIT ----- - Ext Sheath/Shear Int Sheath/Shear -----Framing Insulation - ------------ -— _._. Insulation ---- -- ---- - Drywall mailing - - - -- ---------- Firewall -- Fire Sprinkler Fire Alarm - - Susp'd Ceiling Roof / - -- Misc ---- - --- - -- --- - Final PASS PART FAIL LUMBIN-0 Under Slab Top Out -- Water Service Sanitary Sewey - - - -- Rain Drains/ PARTFAIL _ ECHANICAL_ - Post& Beam r _ Rough In Gas Line Smoke Dampers Final PASS PARI- FAIL ELECTRICAL _ --- - Service Rough In T "- UG/Slab --- - -- _--� Low Voltage - Fire AlarmFine, PASS PART FAIL. SITE .._.------- - Backfill/Grading ---- - - - -- Sanitary Sewer Storm Drain [ ] Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ] Please call for reinspection RE. . [ ]Unable to inspect-no access ADA Approach/Sidewalk �? '}� 1� Other Date _� _. .. -- Inspector_r�/ 1 Ext Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD TEMPORARY CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT M BUP1999-00317 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 DATE ISSUED: 44f49M0@6- 7 - " 14-0 PARCEL: 1S126DC-04500 61);� ZONING: C-P JURISDICTION: TIG SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE TRACT BLOCK: LOT:007 CLASS OF WORK: ADD TYPE OF USE: COM OCCUPANCY GRP: R1 ORIGINAL OCCUPANCY LOAD: 165 TENANT NAME: PHOENIX INN ` REMARKS: TEMPORARY OCCUPANCY FOR ' DAYS FROM DATE OF ISSUANCE. 45 Room addition to existing Motel w/basement Owner: YIPS MOTOR INNS INC 2975-1 SW BOONES FERRY RD WILSONVIL.LE, OR 97070 Phone: 503-638-9284 Contractor: SUPER ONE INC 10950 SW 5TH STT�EEq 150 ppNN �q BFhone T643 572197005 Reg M LIC 000571 t is understood by the owner/tenant that the issuance of this Temporary Occupancy Permit by the Citj of Tigard for t'ie use adomricy of the structure located at the site address listed above (hereinafter"structure"), does riot grant or convey to the Mott tiny property right or other protectiole property interest in the use and/or occupancy of the structure for any purpose. It is cN�tood that this Temporary Occupancy ;Iermit shall only be valid for the number of days from late of issuance listed above and that the owner/tenant will no longer be authorized to occupy the structure after the period specifiec, unless and until all the conditions f approval imposed under the City's or County's Notice of Decision for the project's land use case(s) issued by the City's 5@00PITVpAirtment or the County's Department of Land Use and Transporta 'on and/or the Unified Sewerage Agency and all building and related code requirements and any other applicable requiremen hHve been completely fulfilled and complied�-,rth to the City's or Coty' sa(is cti n.. 11(lk" 15, /c" INSPECTOR INSPECTION SUPERVISOR BUILDING OFFICIAL POST IN CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 63V-417 j Business Line: 6394.71 - BUP i_— Date Re nested % e) _AM _PM _ QLD Location 9Y_/Z Ll Suite MEC Contact Person _ Ph — FLM —_ Contractor _ Ph SWR BUILDING Tenant/Owner ELC Retaining Wali ELF 2kj Footing Access: Foundation FPS Fig Drain -- - Crawl Drain Inspection Notes: SGN Slab _ _----� - Post&Beam -- -- SIT Ext Sheath/Shear Int Sheath/Shear -Framing __. -- ---- -- ------ - Insulation - -� - -- -- - Drywall Nailing Firewall V - Fire Sprinkler Fire Alarm — - Susp'd Ceiling -------- -- "2�t -- -- _ -- - _ Roof M:sc: - ---- ---- --- -- --- - -- Final 1 PASS PART FAIL ----- -----------_ - - ---- -- � --- - ..--- PLUMBING _-- --v ----- - Post&Beam — Under Slab Top Out -- - --- -- --- - Water Service 22' Sanitary Sewer - -- --- - ... Rain Drains FinalPASS PART FAIL _ MECHANICAL — Post & Beam Rough In Gas Line -- Smoke Dampers Final FASB-�T FAIL < ELECTRICALS— - - - --- - Service Rough In - - - — Uab FV V - - - ire arm 3 Fines—~ - - PART FAIL Backfill/Grading _ ---- ---- - ------- — Sanitary Sewer Storm Drain [ J Reinspection fee of$ required before next inspectior. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( )Please call for reinspection RE: I j Unable to inspect-no access ADA Approach/Sidewalk Other nate _� �_ %'t_ —Inspector Final PASS__PART FAIL 00 NOT REMOVE this inspection record from the job site. CITY OF i IGARD BUILDING INSPECTION DIVISION MST 1.4-Hour Inspection Line: 639-4175 Business Line: 639-4171 17 Date Requested + � AM __PM BLD Location_ U� `� �_\ �UL uS"r Suite L�VIECOQ 00 1 Contact Person Ph PLM Contractor _ Ph f VWR d 10 0 BUILDING Tenant/Owner ELC JR-e airing Wall ELR _Footing Access' Access' \ Foundation FPS _--_ Ftg Drain - SGN Crawl Drain Inspection Notes: /�--- Slab - _ -- --- - --- -- ---- ---- SIT l � _ /J Q o Post& Beam Ext Sheath/Shear — Int Sheath/Shear Framing �. 1 - _ �_� .._..-\7-AZfa � Insulation Drywall Nailing Firewall Fire Sprinkler --- Fire AlarmO. 0 _ 0 Susp'd Ceiling `� ` l -- --- ------ Roof Mise --,_ -- - PASS PART PLUMBING _ Post& Beam -- / /f`` Q Under Slab �zZi � V / - TopOut Water �, Water Service E �- Sanitary Sewer r— Rain Drains _ __-. �► S `� D _ _— FinalFAIL ECHANI L Past Beam --�--7—�-t•`- � �� Rough In `l 1� ,' -r �V Cas Line —�� — S ke Dampers , �(J�/—C -Je- .�... PART FAIL E RICAL Service - Rough In _ UG/Slab Ate` Low Voltage — Fire Alarm - Final OPAS ART FAIL __ _-�_—� ---- ---- ckfill/Grading e6A Sanitary Sewer Storm Draini ^ [ J Reinspection fee of$— required before next inspec!ion. Pay at City Hall, 13125 SW Hall Blvd Catch Basin �Y it. upply LinePlease call for reinspection RE: [ ]Unable to inspect-no access pproach/Sidewalk ate 1 U v Inspector � Ext Cl er JAN L. - - Fin AS PART FAIL DO NOT REMOVE this Inspection record from the job site. JUL 13 '00 08:25 FR P ] fTPnAJp 5034•289+1932 TO 6435976 P-02/04 Visekfonnation 10�31,,tii}��(ht Errgbreetdng•ConsultYng• hstjug July 12,2000 Mr.Gerry Bennet 5uperuttc Inc. 110450 SW Fiitll Avenue. `uitc 150 Rn9vntore,Oregon 97005 Snhiertl mal Summarypnrt- 9375 SW Locust Street,Tiger ,�Oregen. m}tallo.702.9041)9 Dear Mr.Bennet Profemlonal Servire Industries,in (PSI)is writing ihis letter to document that,in accordance with Section 1701 of the State:Building Code representative(s)from our firm have perfortned special in,pertion during construction for the foltowint;pr ojref Pct ndt No: BUP 1999 00392 Project Address. 9575 SW I,ocust Street,'i'igsrd,Oregon Project Dewmiption: Phoenix tan 1 Special Inspection(s)have included: • Reinforced Concrete. 'atruc-i<eral Steel, including fabricelon InV#Crede and verification *of Welden Certifications,and Material C'ertiftrallons, Exceptions I) PSi did not witness the installation of epoxy for scistnic anclwl s tee:(-report dated 05/16!10. 2) PSi did not verify full thread engagement of A325 bolts as noted on report dated OSl16100. To th- ;,l of our knowledge, the special inspections referenced herein were performed by our firm in genrral acemdaiwe wie, the reyuitelnents, approved plans and specifications, provided change orders that impacted plans and/or sprcif icationc,and applit:able wotkrttanshiF pr(wisions of the State Buildinp Code and 5randards. If you have any questions or we can be of fietl►er aesistnnce pletlde do not hasit,lte to(-.call Sincerely, Professional Service Industries,inc. Iil Sr. wwn a(Director 1 P.IICIQSHM.,t irotmSlunnl 9en1up Indugwofi.Inc,•0002 N.CUdt.Circle,8018 190,P0.OM 17128•Portland,OR 37217•Phone 50WOU 177E•far 5[131399171 a EW-) E:1 �DoE� = r7--WlcIWJgMVF-1 [_-W ] r .In TYPE " Report of Inspection INSPECTION ! , Department of Consumer& Business Services Bililding Code,Division,Elevator Safety Program ELEVATOR ,.• . 1535 Edgewater NW, Salem, OR F"! Mailing address: PO Box 14470, Salem,OR 97309-0404 Inspection information: (503)373-1298,TTY: 373-1.158 EA INSP DUE BY LAST INSP BY Billing/Permits: (503) 378-8559 'REOONSIBLE PA13TY NAME AND ADDRESS SITE NAME AND ADDRESIT INSPECTION RESULTS-SEE REVERSE SIDE �. (ID SATISFACTORY INS^ECTION 0 UNSATISFACTORY INSPECTION CD WRITTEN VERIFICATION ACCEPTED w aD PROVISIONAL:EXPIRES_/_/__. aU HCOUIRED BY NEXT ANNUAL (A) REMOVED FROM SERVICE INSPEC / 1 /, 1��_EVATOR INFORMATION (Qi, FIRE SERVICE TEST IS OVERDUF(1206.7) (SD ANNUAL SAFETY TEST IS OVERDUE(I 002.2b) (® (ID (ID qM CU (ID (U, FIVE-YEAR FULL LOAD TEST IS OVERDUE(1002.3a) (2 (D Q) ® (D (D PROVIDE SFLF-CLOSING/SELF-LOCKING/MACHINE ROOM DOOR(101.34) 0 m (3D a C',) C3) A (W TEST AND SEAL RELIEF PRESSURE VALVE(1005.28) (H ® ® PROVIDE MIN,10-FT CANDIES IL LUMINATION IN MACHINE ROOM(101.5x) (® (D (ID ® O (D V( INSTALL FIRE-SERVICE SIGNS(211.7) (a (ID CI) (a cu ® SPECIAL INSTRUCTIONS (0® EMERGENCY L IGHTBELL IS INOPERATIVE(204.73/211.1) (OV (D CID (07) CI) (ID (09) 24-HOUR COMMUNICATION DEVICE IS INOPERATIVE(211 1) 00 M CD a (p (T) (IID PHOTO EYE IS INOPERATIVE(112.5) 01 (D ® ® (ID (t) (n PROVIDE MIN.5-FT.CANDLES ILLUMINATION IN MACHINE ROOM(DRE 4156) (M ® ® 0CID CID (13) ELEVATOq PIT IS NOT CLEAN/DRY(1206.2a) ctL QD Cid ELEVATOR MACHINE ROOM HAS UNRELATED STORAGE(1206.2b) cid It PROVIDE MIN,5-FT CANDLES ILLUMINATION IN PIT(106Ae) PRIOR INSPECTION 0 BUILDING AND/OR MACHINE ROOM IS NOT AGGESSIBLE(ORS460.135) qV SEISMIC DEVICES AND OPERATION TESTS OVERDUE(1002.2j) (M 1NSTALUTEST MACHINE ROOM FIRE EXTINGUISHER(1206.1h) 7 I (op • CD (D r(3DcaL)CID CID (1) CID (3-) 'ih (U ® � (3) (31) -- -- ® CID Q) � (a O (0) (ID (ID (I) (00; (ID ® (09 (31) * ( ) Cd) (I) ® 4!w aD @7) (D CD m '45 CTJ (45) (Gb) (D UNLESS OTHERWISE NOTED,ALL WORK SHALL BE ® (1) ® (011) CID COMPLETEn WITHIN DAYS ® m ® (10) CI) 440-2536(01AXPCOM1 AN ELEVATOR WHICH HAS CAUSED AN INJURY S L NOT BE OPERA ED UNTIL APPROVED BY THE ELEVATOR SECTION,PER ORS 460 045(6) CUSTOMER COPY SEE REVE SIr1E FOR INSTRUCTIONS ATY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 MST — d _Date Requested } �1 dp _AM PM �� ` BLD Location w ��}� Suite MEC Contact Person Ph PLM Contract QL_ Ph SWR ILDI Tenant/Owner ELC"TrU e aining Wall ELR Footing Access: Foundation FPS Ftg Drain Crawl Drain Inspection Notes: 1 „ A- �� 2 0 G re S GN Pont& Beam v� - SIT T _v_ Ext Sheath/Shear Int Sheath/Shear ' Framing Insulation Drywall Nailing Firewall - ��_ ------- --- - -- - ---- Fire Sprinkler --------_---------__.-----_ Fire Alarm - -----— -- Susp'd Ceiling Roofs.----------__ __� ----- ----__ it Ss PART FAIL PKIMBING � - ---- Post& Beam IT - -- - Under Slab - t u Top Out _ ------ Water Service tit Sanitary Sewer ---- kt - — Rain Drains Final — PASS PART FAIL MECHANICAL Post — - -- -- ------- Post & Beam ---------_-- Rough In ---- (3as Line - - -- - --- _ --- _ Smoke Dampers Final PASS PAR'r FAIL. - ELECTRICAL - - ----- ... ------- ---- Service Rough In - ____------ --------- __ _-- ---- -� _ UG/Slab -- ---- -- ---- -Low Voltage --- t='re Alarm Final ---------__ _,--_..---_-_ - --- ---- PASS PART FAIL __--_- SITE — Backfill/Grading Sanitary Sewer — Storm Drain [ Reinspection fee of$ -required before next inspection. Pay at City Hall, 13135 SW Hall Blvd Catch Basin Fire Supply Line [ ] Please call for reinspection RF — ( ]Unable to inspect-no access ADA Approach/Sidewalk Date Other _�l- CJ 7� Inspector r —_�_-_- Fxt Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF T I GA R D CERTIFICATE OF OCCUPANCY DEVELOPMENT SERVICES PERMIT#: BUP1999-00317 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 11/10/1999 PARCEL: 1 S 126DC-04500 ZONING: C-P JURISDICTION: TIG SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: L.EHMANN ACRE TRAC1' BLOCK: LOT:007 CLASS OF WORK: ADD TYPE OF USE: COM TYPE OF CONSTR: 5-1 HR OCCUPANCY GRP: R1 OCCUPANCY LOAD: 185 TENANT NAME: PHOENIX INN REMARKS: 45 Room addition to existing Motel w/basement Owner: YIPS MOTOR INNS INC 29757 SW BOONES FERRY RD WILSONVILLE, OR 97070 Phone: 503-638.9284 Contractor: SUFFER ONE INC 10950 SW 5TH STE 150 B4�54VTR,jj-R 197005 Reg #: LIC 000571 This Certificate issued 08/25/2000 grants occupancy of the above referenced building or portion thereof and confirms that the building has be • . '.,nspected for compliance with the State of Oregon Specialty Codes for the group, occupancy, and r, under which the referenced �ermit was issued. BUILDING INSPECTOR BUILDING FFICIAL POST IN CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspectinn Line: 639-4175 Business Line: 639-4171 �� D BUP _ Date Requested Z Q U AM _PM BLD Location_ % ^��- S 6AJ Lf)(: Lt S ! Suite MEC Contact Person Ph PLM Contractor _ _ Ph SWR UILDING�/ Tenant/Owner ELC _ Retaining Wall ELR Footing Foundation Access: FPS -- Ftg Drain Crawl Drain Inspection Notes: -- SGN Slab __--__— SIT Post 8 Beam Ext Sheath/Shear Int Sheath/Shear Framing T- -2J Insulation Drywall Nailing Firewall FireSprinklerSprinkler -✓� _ __^_ Fire Alarm -- Susp'd Ceiling Roof Fin PASS5 PART FAIL --------------------- --- -��_— PLUMBING _ - - ---- ----- — — ---- -- ---- 'ost team -- Under Slab Top out - -- - --- - _ — Water Service Sanitary Sewer ----- -- - - - - Rain Drains Final - —- -------- PASS PART FAIL --------- --- -------_._-�_�_ _ MECHANICAL fust& Beam - - - ------ .__. Rough In ----_--------- Gas Line - --- ---- ----= -- ---- Smoke Damper, Final - PASS PART FAIL. ELECTRICAL -- -- ---- _ --- - -- - -- Service Rough In — UG/Slab Low Voltage Fire Alarm Final -_-__-- PASS PART FAIL- SITE Backfill/Grading __-- Sanitary Sewer Storm Drain I J Reinspection fee of$ — required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ) Please call for reinspection RF' - [ ] Unable to inspect-no access ADA Approach/Sidewalk Date 9 ( �i 0 Inspector _— C// ~- other n "« ��_- _Ext Final PASS PART FAIL. DA NOT PEMOVE this inspection record from the job site. ["q-12-4'O0O W:46PM FROM _;OPER ONE 1 NC TO 6243681 P.01 sunen rn C)nei Armtruinr--vn,i�c�ci►► 10950 S.W. Filth, Suite 150 Beaverton, OR 97065 v (603) 643-6721 (503) 643-6976 Fax A 1 FACSIMILE COVER SIM1171" FAX NUMBER(503)643-5976 DATEi'_�� COMPANY: -- �/ AITENTION. '�Le FROM: SUPER ONE, INC. NUMBPR OF PAGES:3(INCLUDING COVER SIIEITO 1I7 YOU HAVE ANY PROBLEMS RE-CEIVINU TMS TRANSMISSION OR IF YOU (LAVE ANY QUESTIONS REGARDING THE INFORMATION CONTAINED IN 'I'IUs'1"It.ANSMISSION, PLEASE CALL(503) 643-5721. 1 TANK Y011, a4) <° - 09-12-2000 02:46PM FROM SUPER ONE INC TO 6243601 P.02 BETHEL B XCAVAVIXG WS rZr rLA 20".sal P Q Dm 006 rORWA ,OR 9130lOM4 'rA AW"OM OW 7Li4" VMLZ ism 7444m 1 � . �� - a6 .T.on CACI. C)� ��1`1`1 �n� Wu`= �'•,,.Pt t �Q rv• (`aeon �roPt��y G►60 09-12-2000 02'47PM FROM SLPER ONE Ilk T7 6243681 P.03 ` A &Asevtic Tank'Slicelwrvkft WNW Ph...m111 7325 VnEd or 14 Rd NWb MIM-M. OREGON 9M3 MARVIN A NI!u.Y B.Q-M 33008-P B.B.0 83813 To as Ir�wi vh V9W MAW 1 Om d wMMh MUd TDTAL F'.03 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 �- BUP f Cl �— 00317 Date Requested AM PM Location G��? I 7 5 (J\� ' /-UnC,I SIS' Suite _ _ MEC Contact PersonPh 'S 4'I - (�1 Gl PLM _ Contractor_ Ph �� 3 SWR (TI LDINW) Tenant/Owner ELC _ Retaining Wall ELR Footing Access: - Foundation FPS _ Ftg Drain SGN Crawl Drain Inspection Notes. --- ---- Slab — — SIT Post&Beam Ext Sheath/Shear _ Int Sheath/Shear n a Framing L� �1 ` .-- ' �- j�� \ 7/`.Jl,� V 1 Q ,_3 Insulation Drywall Nailing - --- �._ -. _ � 1�_ a �O-V Firewall Fire Sprinkler -------- Fire Alarm Susp'd Ceiling --- -- _-1� T _ S C,i�-Y" Alt `/ zvao i n'a -PASS PART FAIL -- PLUMBING Post& Beam Under Slab - _- - �' �� -/` -Ay -'_✓V1 Top Out -�- Water Service _-__- �/�`l�?[��.- 1 G--v�,��...�•-_____-��-._�-�s�C1G•.� Sanitary Sewer �p- Rain Drains - L?ti-p/\ -- — ---- FinalPASS PART FAiI_ V l- •� _�G" L�O �� `�'�f 4� - MECHANICAL _ Post& Beam Rough In � � _Y Gas Line -- ---__-__- -- _ -- - SC Smoke Dampers /� Q Final PASS PART FAIL ELECTRICAL Service Rough In ----- --__-�_ _ UG/Slab --- — ----------_ ------------ ---- Low Voltage Fire Alarrr Final PASS PART FAIL —__- —SIT - 'E Backfill/Grading -- --- - i- - Sanitary Sewer Storm Drain I ] Reinspection fee of$ _ _ required be+ore next inspection. F-ay at City Nall, 13125 SW Nall Blvd Catch Basin Fire Supply Line I ] Please call for reinspection RE:—_ — _ ( ] Unable to inspect-no access ADA Approach/Sidewalk DateInspector Ext Other _ ____ —_ .— _ ------ --- -------_- ---- Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. CELECTRICAL PERMIT CITY O F T I G A R D PERMIT#: ELC2000-00455 DEVELOPMENT SERVICES DATE ISSUED: 8/10/00 y 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1S126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT : 007 JURISDICTION: TIG Protect Description: Electrical for (2) signs RESIDENTIAL UNIT TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: 2 LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMI SVC/ FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICEIFEEDER _ _— BRANCH CIRCUITS _ ADD'L INSPECTIONS _ i 0 - 200 amp: WISERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLA" REVIEW SECTION — 1000+amp/volt: >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect only: SVC/FDR >= 225 AMPS: CLASS AREA/SPEC OCC: — Owner: Contractor: YIP'S MOTOR INNS INC MARTIN BROS SIGN INC 29757 SW BOONES FERRY RD 3165 COMMERCIAL ST SE WILSONVILLE, OR 97670 SALEM, OR 97302 Phone: Ph( ne: 364-2211 Reg #: LIC 00064761 SUP 399SIG ELE 24-23CLS FEES Required Inspection_s Type By Date Amount Receipt _ Elect'I Service PRMT GWL 8/1/00 $85.50 0004271 Elect'I Final 5PCT GWL 8/1/00 $6.84 0004271 Total $92.34 This Permit is issued subject to the regulations contained in the Tigard Municipal Code,State of OR Specialty Codes and all other applicable laws. All work will be done in accordance with approved plans. This pr rmit will expire if work is not started within 180 days of issuance,or I work is suspended for more than 180 days ATTENTION Oregon law requi Es you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC at(503) 246-1987, PFRMITTEE'S SIGNATURE ISSUED BY: OWNER INSTALLATION ONLY —_ The installation is being made on property I own which is no intended for sale, lease, or rent. OWNER'S SIGNATURE: —_— __ __ _ _ [LATE: _ CONTRAC rOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: __-- -- DATE: LICENSE NO: _.— —.__-- ---_-- — -- ---- Call 639-4175 by 7:00pm for an Inspection the next business day CITY OF TIGARD Electrical Permit Application Plan Check# Recd By____ ''t 3125 3W HALL BLVD. Date Recd TIGARD OR 97223 f` , (p/ Date to P E. Phone (503)639-4171, x304 •� Date to DST _ Print or Type Permit# �Jy��iO'�y �J Inspection (503)639-4175 Incomplete or illegible will not be ccepted Called Fax (503) 598-1960 _ __ _----- -- 1. Job Address: 4. Complete Fee Schedule Below: ' 26!)/ V ' Number of Inspections per permit allowed Name of Devr.lop ment 7-_ra_-1�1------- Name(or name of business) �i 11; / Service included: Items Cost Sum Address 4a. Residential-per unit -- $110 00 ___ 4 1000 sq.it or less /`; Each additional 500 sq.it or CltylStatelZip—I 16- [ / -- — -- portion therr.of $2500 1 Limited Energy $2500 Commercial Residential ❑ --- Each Manufd Home or Modular Dwelling Service or Feedet $66.00 — 2 2a. Contractor installation only: 41,.Serilces or Feeders (Attach copy of all current licenses) r Installation,alteration,or relocation Electrical Contractor^ J �" ' r.- �� 2`� — 200 amps or less __ $6000 _--� 2 1' ( ,,,��_ 201 amps to 400 amps �__ $60,00 2 Address- /�L LC�. %`L' ' ' — 401 amps to 600 amps $12000 2 State_f: rti ZiP /' � 661 amps to 1000 amps ,.. $180 00 2 Phone No Over 10o amps or volts $340.00 2 ,Job No_ _ Reconnect only $5000 2 Elec. Cont. Lice No. ,',�1s1, C-' Exp.Date_ /0 —_ OR State CCB Reg. No. Lj >{c� xP Date 4c.Temporary .._ vices or Feeders Installation,alteration.or relocation COT Business Tax or Metro No__ Exp.Date -- 200 amps or less $5000 -- 2 201 amps to 400 amps $7500 _ 2 Signature of Supr. Elec'n _ ---- 401 amps to 000 amps -— $100 00 2 Over 600 amps to 1000 volts ��_�. / see"b"above License No -.� "b _Exp.Date Phone No_ 1 y / - — 4d.Branch Circuits New.alteration or extension per panel a)The fee for branch circuits with 2b. For owner installations: purchase of service or feeder fee. Print Owner's Name . — -- --— Each branch circuit $500 2 --— Address b) The lee for branch circa s — -�te ZiP.-- purchase of C„`r -- --- - 5t3te_ - P.__..--- -- service or feeder fee. 2 Phone No._ —_—_�--------- -- — _ I First branch circuit $35$5 00 2 .00 =-- Each additional branch circuit_ The installation is being made on property I own which is not sp.Miscellaneous intended for sale, lease or rent (Se rviu or feeder not included) Each pump or irrigation circle $4000 2 Owner's Slgnahlre_ __._— ------------ — — Each sign or outline lighting �_ 34ae� 2 3. Plan Review section (if required): Please check appropriate item and enter fee in section 5H. 4f.Each additional Inspection oveer the allowable ia the 4 or more residential units in one structure per inspection $35 00 Service and feeder 225 amps or more Per hour $55.00 - __ System-)ver 600 volts nominal In Plant — $55.00 _ —_Classified area or structure containing special occupancy as described in N E C Chapter 5 5. Fees: 5a.Enter total of above fees ' Submit 2 sets of plans with application where any of the above apply. Surcharget%X total fees) $ Not required for temporary constriction services. S�Ji�totai NOTICE 5b.Enter 25%of line 6a for Plan Review if regwred(Sec 3) $ PERMITS BECOME,VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 Subtotal $ NOT COMMENCED WITHIN 160 DAYS,OR IF CONSTRUCTION OR WORK. � Trust Account#_---- IS ----IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED Total balance Due r ----------- T:%.DST\ELEC98.D0C REV 4/98 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BLIP Date Requested /U _ AM PM BLD _ Location_ClS7> .sr" Lu Lcc '2t '5 Suitt: _ MEC Contact Person Ph 323-3 PLM Contractor /2 .15, Ph _ SWR BUILDING Tenant/Owner , ELC �-U� o y SSJ Retaininq Wall ELR Footing Access: FPS —� Foundation Ftg Drain Crawl Drain Inspection Notes:12 Sr. N Slab - 1�—' �Sc� -- -- SIT Post& Beam -- Fxt Sheath/Shear Int Sheath/Shear Framing -- - - ---- --- ------ - ---- Insulation [drywall Nailing -------- — ��--. - - --- Firewall Fire Sprinkler -------- - ----- - ------- --- --- - -- Fire Alarm Susp'd Ceiling _ Roof Misc: --- — ----- Final PASS PART FAIL _---- ----------- ----- --- _. .__..-... -- --------- --- PLUMBING Post8 Beam -- --------_--__--------- ---------------- - - - Under Slab Top Out Water Service Sinitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL Post&Beam ----- - -_.... --- - -- - -- - Rough In Gas Line - --- _ -- -- -- Smoke Dampers Final --- T FAIL ELECTRIC e Rough In UG/Slab Low Voltage FireAl rm _-__.. ...___----- -- - ----------_-- rA PART FAIL_ SITE (Backfill/Grading -- -- - --- ---------- __..._ _ Sanitary Sewer Storm Drain ( ]Reinspection fee of$ required before next inspection Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call for r spe ti RE. _-- ( J Unable to inspect-no access Fire Supply Line ADA L - - //--- --- Approach/Sidewalk o ��- Other Date Z� inspector._ Ext Final / - PASS PART FAIL _ 00 NOT REMOVE this inspection record from the job site. (:3irEoDESIGN , INC . "VOTECHNICAL. ENVIRONMENTAL AND GEOLOGICAL CONSULTANTS f REPORT OF GEOTECHNICAL ENGINEERING SERVICES Phoenix Inn Expansion Tigard, Oregon GDI Project: VIP's-4 For VIP Industries, Inc. 17400 SW Upper Boones Ferry Rd., Suite 230 • Portland, Oregon 97224 • Phone (403) 968-8787 • Fax (503) 968-3068 For a 3,500 psf design bearing pressure, total settlement of footings is anticipated to be less than 1-inch. Most of this settlement will occur during construction of the building. Differential settlements should not exceed t/z-inch. Lateral Capacity We recommend using a passive pressure of 300 pcf for design purposes for footings confined by structural fill. In order to develop these capacities, concrete must be poured neat in excavations, the adjacent confining structural fill must be level and that static groundwater must remain below the base of the footing throughout the year. Adjacent floor slabs, I ' pavements or the upper 12-inch depth of adjacent, unpaved areas should not be considered when calculating passive resistance. A coefficient of friction equal to 0.32 may be used when calculating resistance to sliding. FLOOR SLABS Satisfactory subgrade support for building floor slabs supporting up to 300 psf areal loading can be obtained from the native silt or from structural fill, when prepared in accordance with ' the recommendations presented in the "Site Preparation" section of this report. A minimum 6-inch-thick layer of floor slab base rock should be placed over the prepared subgrade to assist as a capillary break. A subgrade modulus of 250 poundG per cubic inch can be used ' for the design of the floor slab. Floor slabs constructed as recommended will likely settle less than 1/2-inch. Vapor barriers are often required by flooring manufacturers to protect flooring and flooring adhesives. Many flooring manufacturers will warrant their product only if a vapt-r barrier is installed according to their recommendatior,s. Selection ar ' design of an appropriate vapor barrier, if needed, should be based on discussions arr;.,og members of the design team. We can provide additional information to assist you with your decision. Floor Slab Base Floor slab base rock should consist of crushed rock that is fairly well-graded between I coarse and fine, contains no organic matter or other deleterious materials, has a maximum particle size of 1'/2 inches, and has less than 5 percent passing the U.S. Standard No. 200 Sieve. The floor slab base rock should be placed in one lift and compacted to not less than 92 percent of maximum dry density, as determined by ASTM D 1557, GROUNDWATER CONSIDERATIONS r Underslab Drains I� To reduce the possibility of uplift pre-,sures on the floor slab from groundwater infiltration, we recommend that a subfloor drainage system consisting of perforated PVC pipe at 20-foot centers be installed beneath the floor slab. The drains should consist of 4-inch-diameter perforated drainpipe wrapped in a non-woven geotex'ile filter. The geotextile should have an apparent opening size (AOS) between the J.S. Standard No. 100 Sieve and the U.S. Standard No. 4 Sieve, and a water permittivity of greater than 1.5 sec'. The drainpipe should be located in minimum 12-inch deep trenches, be embedded in a zone of drain rock, and be sloped to drain to a suitable discharge. The drain rock should be uniformly graded, have a Vip's-4.0 72399 GeoDesign, Inc. 1 1 When used as structural fill, the on-site silty material should be placed in lifts with a maximum uncompacted thickness of 6 to 8 inches. The silt should be compacted to not less than 92 percent of the maximum dry density, as determined by American Society for Testing and Materials (ASTM) D 1557. Imported Granular Material If imported granular material is used as structural fill, this material should consist of pit or quarry run rock, crushed rock, or crushed gravel and sand that is fairly well-graded between coarse and fine, contains no organic matter or other deleterious materials, has a maximum particle size of 3 inches, and has less than 5 percent passing the U.S. Standard No. 200 Sieve. The percentage of fines can be increased to 12 percent of the material passing the U.S. Standard No. 200 Sieve if placed during dry weather. Imported granular material should be moisture conditioned to the approximate optimum moisture content for compaction, placed in 12-inch-thick lifts, and compacted to riot less than 95 percent of mpximum dry density as ' determined by ASTM D 1557. ' TEMPORARY SLOPES AND SHORING Fused on soil conditio;rs, temporary slopes for eyclvation of the u^Gement of 0.75H:1 V (horizontal to vertical) may be used to veiiical heights of 16 feet or less where seepage is not encountered. If seepage is encountered, then flatter slopes and drainage will be necessary. It may be necessary to flatten the slopes to protect the surface from raveling. All cut slopes should be protected from erosion by covering them with plastic sheeting during construction. CONSTRUCTION DEWATERING Based on groundwater levels that we meas, red at the site, we anticipate that dewatering may be accomplished using sumps and pumps inside the excavation. Open excavation techniques may be used to e;cavate the basem,-nt, provided the walls of the excavation are cut at a slope of 0.75HAV and groundwater seepage is not present. Sloughing may )ccur if the excavation extends below the groundwater table. The walls of the trench should be flattened or braced for stability if seepage is encountered. SHALLOW FOUNDATIONS We recommend that spread footings be embedded at least 18 inches below the basement floor slab. Continuous wall footings should have a minimum width of 18 inches, and be founded a minimum of 18 inches below the basement floor slab. Bearing Pressure and Settlement Footings founded as recommended should be proportioned for a maximum allowable soil bearing pressure of 3,500 pounds per square foot (psf). This bearing pressure is a net bearing pressure and applies to the t.-)tal of ,Head and long-term live loads and may be increased by 113 when considering earthquake or wind loads The weight of the footing and overlying backfill can be ignored in calculating footing loads. [ Gcor)c!;oqn, Inc 5 Vip's-4:072399 RETAINING STRUCTURES For walls not restrained from rotation, we recommend using an equivalent fluid pressure of 35 pcf for design. We recommend using an equivalent fluid pressure of 52 p-f for design of walls restrained from rotation. When computing resistance to lateral loads, we recommend using a base friction coefficient of 0.32. Footings for the retaining walls should be designed for a maximum bearing pressure of 3,500 psf, in accordance with the recommendations given for shallow spread footings. Wall drains should include perforated drainpipe wrapped in a non-woven geotextile filter installed behind the walls at the base. Backfill walls with imported granular material, as described in the "Structural Fill"section of this report. The above design recommendations are based on the assumptions that: (1) the walls consist of conventional cantilevered retaining walls or embedded building walls, (2) the walls are less than 10 feet in height, (3) the backfill is level and drained and consists of imported granular materials, and (4) no surcharges are imposed behind the wall. Reevaluation of our recommendations will be required if the retaining wall design criteria for the project vary from these assumptions. PAVEMENTS AC Pavements We have calculated pavement sections using American Association of State Highway Transportation Officials design methods, a design life of 20 years, and a resilient modulus of 7,500. We have assumed that traffic at the site will consist mostly of passenger cars and up to about five trucks per day. A pavement section of 2.5 inches of AC over 6.0 inches of aggregate base can be used in paved areas that will be exposed to the traffic described above. Aggregate base should be placed in one lift and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557. The design of the recommended pavement section is based on the assumption that construction will be completed during an extended period of dry weather. Wet weather construction could require an increased thickness of aggregate base to support paving equipment without damaging the subgrade. We recommend that a non-woven geotextile be placed between the subgrade and the baserock to prevent migration of the silt into the rock. The geotextile should have a minimum Mullen burst strength of 250 pounds per square inch and a AOS between a U.S. Standard No. 70 and No. 100 Sieve. All thicknesses given are intended to be the minimum acceptable. AC should conform to Section 00745 of the Standard Specifications for Highway Construction, Oregon State Highway Division, 1991 Edition, for light-duty AC and aggregate base should conform to Section 02630 of the same specifications. • GeoDesign, Inc. 8 Vip's-4:072399 ,r A CITY OF TI GA R D ELECTRICAL PERMIT DEVELOPMENT SERVICES DATE ISSUED:PERMIT 6/12 p 01 00307 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 SITE ADDRESS: 09575 SW LOCUST:T PARCEL: 1 S126DC-04500 SUBDIVISION: LC'4MANN ACRE TRbCT ZONING: C-P BLOCK: LOT : 007 JURISDICTION: TIG Prosect Description: Installation of(2)branch circuits. RESIDENTIAL UNIT TEMP SRVC/FEEDERSMISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: a PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMI SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: 1 PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: 1 IN PLANT: 601 - 1000 amp: PLAN REVIEW SECTION 1000+amp/volt: >=4 RES UNITS: :>600 VOLT NOMINAL: Reconnect oniy: SVC/FDR >=225 AMPS: CLASS AREA/SPEC OCC: Owner: Contractor: YIP'S MOTOR INNS INC CITY ELECTRIC + SUP131-Y CO 2.9757 SW BOONES FERRY RD 8900 SW BURNHAM F-27 WILSONVILLE, OR 9707.1 TIGARD, OR 97223 Phone: Phone: 641-8012 Reg #: SUIS 3592S LIC 42422 ELE 26-289C FEES Required Inspections Type By Date Amount Receipt Elect'I Final PRMT CTR 6/12/01 $53.50 2720010000( 5PCT CTR 6/12/01 $4.28 2720010000( Total $57,78 1 his Permit is issued subject to the regulations contained in the Tigard Munidpal Code, State of OR Specialty Codes and all other applicable laws. All work will be clone in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules ordirect questions to OUNC at(503) 2,16-6699 or 1-800-332-2344 Permit Signature: Issued B / -- OWNER INSTALLATION ONLY (ho installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: GOTRA.MB INSTALLATION ONLY SIGNATURE OF SUPR. FLEC'N: , LICENSE NO: DATE: �<� s _ ' l�.�v_ Call 639-4175 by 7:00pm for an inspection the next business day — Electrical Permit Application Date received_ -_ Permitno,:C AAD/ .Gr)367 City of Tigard Prujert/appl.no,: Expire date: Cityn(fi},1,(1 Address: 13125 SW Hall Blvd,Tigard,OR 97223--_- Date issued: dy: Receipt no Phone: (503) 639-4171 — Fax: (503) 598-1960 Case file no.: �Payn)cnt type: Land use approval: U 1 8c 2 family dwelling or accessory •Commercial/industrial U Multi-family ❑Tenant improvement U New constriction U Addition/alteration/rcplaceineni ❑Other: U Partial Joh address: `157 w I U . ,+ `��, Bldg.no.: Suite no.: ITax map/tax lotlaccount no.: Lot: Blrx;k: Subdivision: ___ __ Project name: phucn�tr ihn _ fhscription and location of work on premises: 6,,,,K&1e AU,, -Flit gu',i — Estimated date of cont letion/ins ction: -14 o is 14LIES go]12111111 W 1d 0[all a 11 Job no: Fee Max Business name: CITY FI FCTRIC AN❑SL1Pr�f Y Description (es.) Total no.Ins Nen residential-single or narbi-ramify per Address: _ 8900 SW BURNHAM ST F27 drrellingunit.Includes attachedgarage. City: __r - `I Slate: OR 7.IP; 97223 Service Included: Phone: 503-443-1092 Fa,<503-625-305 E-mail: Itxx_Jsy it orless _ _ _ _ _ 4 - --- - Each additional 500 sq ftr or portion thereof CCB no.: 42_422Elec.bus.lic.no: 26-289C —- _ —_ Limited energy,residential 2 City/me ic. --� 000-2604 _ Limited energy,tan-residential 2 _ -� _ C-l a O Ear.h manufactured home or modular dwelling -F��--- �- -- Serviceand)orfeeder n 6f a ? Siurervismg electrician(required) Dale Sup elect.nnme(print) CHARLES FRIESEN License no W 92 Servicesorfeederslocal Installation, afteratlon tar relocation: 2a)amps or k-:s Name(print): 201 amps to 400 amps 2 ----------- -- - 401 amps in 600 amps 2 Mailing address: —--_ --__T--_ 601 amps to 1000 amps ---- 2 City: _ Stale: ZIP Over 1000 amps or volts___--_— _ — 2 Phone: Fax: E-mail: Rrcrnnerionly l Owner installation-The installation is being made on property I own Temporaryservices orfeeders- which is not intended for sale,lease,rent,or exchange according to Installation,alteration,or relocation: ORS 447,455,479,670,701. ?.(>ti amps or leas _ - -`- 201 amps to 400 amps 2 Owners si nature: Date: 401 to 600 ams 2 Branch circuits-new,alteration, or extepilon per panel: Narne: _ A. Fee for branch circuits with purchase of Address: service or feeder fee,each branch circuit 2- -City: --- State: 7,IP_ - B Fee for branch circuits without purchase -- ---�-- �— of service or feeder fee,first branch circuit I 2 Phone: J Fax: I F-mail: -Each additimtal branch cir:uil. I Rim Mbc.(Serrlce or feeder not Included b: U Service over 225 snips-•.nnmerciel U lienith-care facility Gchtump or irrigation circle 2 UService over 120amps-rating of 1&2 UHazarriouslocation Eacii sign or outline lighting 7. fnmilydwellings U Building over 10,000 square feet four or Signal circuit(s)or a limited energy panel, — LISystem over 60()volts nondnal more rrsidemiatunit%inone structure alteration,orextension• _ 2 U Building over three stories U Feeders,400 an,ps or more •Ikscri tion: U Occupant load over 99 persons U Manufactured structures or RV park Fwch additional Inspectlon over the allowable in any of the above: U F:greWliphringpinn U Other -_ -- Per inspection _ E _ Submit .-_sets or plans with any of the above. Investigation fee — Tlte above are not applicable to temporary construction service. other - ---- - -- ---No all jmirNrtims accept credit cards,plcaw call)uriwbcrion for more inforrrtation. Noliee:'rhis permit application Permit fee.....................$ - U Visa U MairerCard expires if a permit is not obtained Plan review(at _ %) $ (•mdu cud numtKr _______ _ .L_I-_ within 180 days after it has been State surcharge(8%)....$ 1 8rpirrr _ 7 - _-.,.__._ accepteriascamplrtc. '1'(1TA1. ......................$ _ Name of carAholder n rhown on credit cad S i'erdholdtr signature _ Amount - "146V('4001COM) a INDUSTRIES,INC. MEMORANDUM TO: Bob Poskin RECEIVED City of Tigard FROM: Steve Johnson SI t 1999 VIP'S Industries, Inc. COMMUNITY ULVELUPMENI RE: Building Plan Review BUP #: 99-00317 Phoenix Inn Expansion Project REVIEW COMMENTS-AUGUST 3, 1999 DATE: September 2, 1999 Bob: I forwarded vour comment letter of 8/3/99 to our architect, Charles Hagel and Associates. I have just picked up from them the revised submittal documents addressing each of your review comments, and I want to forward them on directly to you. Per your directions, I accompany those revised documents with this letter indicating our specific response to each of the comments contained in your comment letter of 8/3/99. To aid in that i (ercise, I also enclosed a file copy of your letter of 8/3/99, with hand written comments from the Project Architect reciting his specific res;onse. Hopefully, by reviewing these two items together you will have very specific and accurate response to each of your comments. For ease of reference, I will simply work through the items from your letter of 8/3/99 in the same order in which you recited them yourself. Accordingly, immediately below are our formal responses to your comment letter of 8/3/99: ENERGY COMPLIANCE r 1. Acknowledged and agreed 2. Energy Calculations are being developed as this memo is being written, and will be submitted directly to you unser cover of separate letter next week. Per our telephone conversation the day before yesterday, this will not delay your review of these responses. 29757 SV 800nes Ferry Rd • Wilsonville.Oregon 97070 Telephone 503.682.1)28.4 6 FAX 503.682.9257 [FIRE LIFE SAFETY/ACCESSIBILITY A. Sheet #2 1. Added fine foot sidewalk around and through to the street front of the existing building;changed door swing to permit emergency exit; and changed exit door from meeting room into court yard from a #4 to a #1 door. 2. Changed subject doors to a 20 minute with holdopen-heat and smoke activated. 3. Revised door swing and clearance. 4. Added note to Sheet X47 providing appropriate instructions. 5. Panic hardware noted on hardware schedule and door schedule. 6. See note added on Sheet#2. B. Sheet#3 1. Two accessible rooms added-one on first floor and one on second floor. One is with roll-in shower. 2. Note has been added on Sheets 2, 3, 4, and 5 explaining that number inside of diamond symbol describes the stairwell number assigned. C. Sheet#4 &5 1. We will provide an Evacuation Assistance Plan in lieu of area of rescue assistance. D. Sheet #10 1. Acknowledged-see note on Sheet#10. E. Sheet #11 1. Detail has been revised and corrected. 2. Detail has been revised and corrected. F. Sheet#1.2 1. Detail has been revised and corrected to reflect 5/8 Gypsum sheeting. G. Sheet#15 1. We have confirmed with our mechanical contractor that 50 CFM fans are adequate and appropriately designed. This detail and design is standard for all previous hotels in all previous jurisdictions, including Oregon,Washington and Arizona. H. Sheet #S6 1. See note added on Sheet S6. See also roof plan on Sheet 10 at gridlines 6 (a) and 7. See also additional note in detail A/9. 2. See note #3 on Sheet O. Roof trusses are bid-design,and will be submitted at later date when available, together with engineer's stamp and calculations. Per your instructions, enclosed herein please find three copies of revised plans. Please review the enclosed plans, together with this cover letter, and advise of further comments, if any. Again, please direct your comments, questions, and responses to me specifically at 682-9284 in the interest of time and convenience. I will coordinate with the Project Architect, as needed. Thank you for your courtesies and cooperation throughout. Truly Your , r �� Steven V. Johnson Enclosures: Architectural Drawings-Sheets 0-17 Structural Notes-Sheets S-1—S-8 August 3, 1999 CITY OF TIGARD Charles Hagel and Associates OREGON 11580 SW 67th Tigard, OR 97223 RE: Phoenix Inn Building Plan Review 9575 SW Locust PC#: 7-37c BUP#: 99-00317 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: ENERGY COMPLIANCE 1. Building shall comply with OSSC, Table 13-A. N`' • n 1) Y�AL.- NY-SuL 2• Submit completed Energy Compliance Forms 2a, 3a, 3b, and 5a ou 5c from the April 1, 1996 Revised Oregon Energy Code. g FIRE LIFE SAFETY/ACCESSIBILITY Sheet#2 Provide details on how you will comply with the exit discharge provisions of OSSC, Section 1006.1. Keep in mind that if you elect to use the exception on 1006.1. you must also consider Chapter 11, Section 1103. 1,'Sf 2. Your door schedule indicates doors labeled#18 have a 9 min a rating.My Ate ) question is why? rel N E!�_T� S��lU�AA' �V 3. Exit door#1 exiting from the court yard shall swing int the of travel. / OSSC, Section 1003.3.1.5, and be equipped with panic hardware, OSSC Section 1007.2.5. - `r 1 = -1 -) F , 4. All rated doors shall be labeled in accordance with OSSA Section- -- 1004.3.4.3.2.1. C>1?�� 7 IV< `_7 r '7Z-5 J 1 5. Door labeled#5 shall be equipped with panic hardware. OSSC, Section 1007.2.5. 4^12 , -_- 6. The meeting room shall have the maximum occupant load Posted. The maximum is 99. OSSC, Section 1007.2.6. 13125 SW Hall Blvd., Tigard, (-)f< 97223 (503)639-4171 TDD (503) 684-2-12 Phoenix Inn Building Plan Review PC#: 7-37c BUP#: 99-00317 Page#2 Sheet#3 1. Provide two handicap accessible rooms. OSSC, Table 11 B. WD �J ?nom t-'i s� C�Nt \�1� T�ot�C. -1N c,f- wLzLrZ 2. In your exit enclosures you are showing an identification symbol diamond in shape with a number assigned. Provide details on the meaning of these symbols. Sj`jL ONcj I� IG ,�� l-�1(J2 l.Q)=� Sheet#4 & 5 1. Provide an area of rescue assistance, complying with OSSC, Section 1107. To PAY I ��C=- C=Y� c�t��; �j��JSSiS 7' N�G P► V�� Sheet#10 1. Prior to final inspectirin, the roofing contractor shall supply the city with a letter of certification, that the roof meets "B" provisions. OSSC, Table 15-A. r- -Lz- mc.,T-E SH I Ftr'� Sheet#11 1. Detail 5/11 (typical). Provide 2 inches of fire blocking for each side of the one- hour occupancy separations. Sheet 11 shows 3 inches. OSSC, Section 708,22. 2 Detail 3111 (typi,;al). Provide 2 inches of fire blocking. Sheet#12 1. Detail 3/12 -the detail does not comply for a one-hour wall. Use 5/8 x gypsum sheeting. GA-600-97 Fire Resistance Design Manual - GA file WP 8105 YY SI � o ;--� Sheet#15 �- 1 1. Confirm through your mechanical engineer that 50 CFM fans are adequate in design, for the length of the duct. Sheet#S6 1. Provide draft stops in accordance with OSSC, Section 708.3.1.2.2.5.y 7- KD 2. Provide truss drawings. N�=Tlr= SN �? 17- �� ) Please submit three copies of revised submittal docurnerts and a letter indicating our j response to the above comments for review. Please call me at (503) 639-4171 if you --`-- have any questions. Sincerely, Robert Poskin, CBO SENIOR PLANS EXAMINER I Vdg4 mayelbup99317 doc t. 1 y , INKIS-I'KIES,INC. MEMORANDUM TO: Bob Poskin City of Tigard FROM: Steve V. Johnson VIP'S Motor Inns, Inc. SUBJECT: BUP 1999-00317 DATE: September 8, 1999 Bob: Per your memo of 9/7/99 providing a second round of plan check comments, enclosed herein ple 2sP find the following: 1. Special Inspections form (3 pages) 2. Energy Calculations (7 pages) These documents should take care of items one and four of your memo of 9/7/99. Please review and advise immediately if either form is incorrect or incomplete. This will confirm that I will continue to work on satisfying items two and three of your mento. Thank you. 29757 SW Boones Ferry Rd. • Wilsonville,Oregon 97070 Telephone 503-682-9284 • FAX 503.682.9257 -r - September 9, 1999 CY OF TIGARD Braun lntertec OREGON PO Box 17126 Portland, Oregon 97217 PERMIT NO: Site# 1999-00049/BUP 1999-00317 OWNER: Phoenix Inn PROJECT ADDRESS: 9575 SW Locust PROJECT DESCRIPTION: Hotel TYPES OF SPECIAL INSPECTION: As per Program attached The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: I. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you Inspect. (See UBC Appendix Chapter 13 for soils special inspe:,tion final report requirements.) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions, please call me at(503) 639-4171 X 392. Sincerely, R"o�eri D. Poskin, C.B.O. Senior Plans Examiner 13125 SW Hall Blvd„ Tigard, OR 97223 (.503)639-4171 TDD(503)684-2772 — Ilk CITY GF 'I'IGARD A Program for Inspection Services and/or Material Testing Date: 1. ,19C1-q City of Tigard: Plan Ck. No. I--37C 13up No. q t Sit No. ov'Y Projecl '1'itle: Architect of Record Ph. (020_ 3i3z address: to e W t,11K- knE.W. c %4At -c.s H#rG E,i Structural Engineer of Record: -T-?L-r 5-,J&.4 BealadPh. _236'-*64z address: Vo - _AoerLp-ap CL Geo-Technical Engineer of Record: _C5 �,.u3-��n►c—_Ph. t:ddress: _I�. � w- 1➢ 0-ea �oacs __ _, 2rvwD, hzd h-Mf 4-3 D O,r.� IRp (� t✓M A - Proride the folle"Ing information jar the testrng agency chosen to proiMe inspection senrces andior testing. Testing Agency: . (5r�V N tl�'J�' tEG Ph.c9"-(776 Fax. address _ vv_- G_UT_�>s.__C1—� _s_2�, � a 411. Geo-Technical Agency: ---,- - -- -.--_—_-- -__ Fax. address -- ------------- - . . ._ The owner certifies at requ the ve noted Agency has been employed to conduct the inspecti ns ohne ati ns ired herein. sjfflelurc of ovum Phonc No. Date V_J O _sC1 v_.� ---V \p S Nko-tCAP, k w 4V g t Iry t. 1P pf S I bQ*r;-Trin1 name Company name The following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040. The special inspections and/or testing setviccs required for this project to be provided by the Testing Ageacy, Structural Engineer or Creo-Technical Engineer of Record are as follows: • Special Inspectors for the 'Testing Agency shall be qualified, to the satisfaction of the Building Official• for inspections of the particular type of construction or operation. • Special inspectors shall observe the work assigned herein for conformance with tile approved plans and specifications and, submit copies of all inspection reports and, a final signed report in accordance with OSSC. Section 1701.3 to the building official Structural Inspections Services and Material 'resting CAt�ory Description of Services Rgy _ Ye-- 1. es1. Concrete. OSSC, S-ction 1701.5.1 and Section 1903, 1904 and 1905 a. Review concrete mix designs b Inspect the placing of reinforced concrete. C. — Observe the taking of test specimens. X 2. Bolls Installed in concrete. OSSC,Section 1701.5.2 a Prior to and during the placetaent of concrete around bolts when stresses I J permitted b y section 1925 are utilized. n 3. Special Moment-resisting Frame. QSSC, Sec.-tion 1701.5.3 and section 1921.9 a Provide continuous inspection of the placement of reinforcing steel and '—Tconcrete,and submit a certificate indicating compliance. 4. Reinforcing Steel and Pre-Stressing Steel Tendons. OSSC, Section 1701.5.4 a Tlnsr-tion of reinforcing steel and pre stressing tendons before stressing and routing of tendons in pre stressed concrete _ b (-)bscrve and record results of all tendon stressing in pre stressed concrete. C Observe grouting of all tendons in pre stressed concrete 5. Structural Welding. OSSC. Section 1701.5.5 and Section 1703 a Observe the welding of anv member or connection designed to resist loads and forces required by the OSSC. b Visually inspect floor and roof deck welding C Visually inspect welded studs wtnen used for structural diaphragm or — composite systems. (shear walls) d Visually inspect welding of'stairs and railing sys(ems�— --- C Check certification of welders doijig work on site f Visually inspect the welding of studs and joist.(pari of a.) 9. Observe the welding of specinl moment-resisting steel frames,and conduct non-destructive testing required by OSSC,section 1703 }1 Observe the welding of reinforcing steel — — — ('ategory Description of Services Required Provide By Yes I No 6. Iligh Strength Bolting. OSSC, Section 1701.S.G ----- The installation of A325 and A490 bolts shall be in accordance with Cha ter 22 Division IV a. Verify bolt types,diameter and installation Periodic inspection shall be in accordance with OSSC,Sexlion 1701.0 b. C. 7, StruetUral Ma—,y(tnry, OSSC,Section 1701.53 and 2105 Other than fully grouted open-end hollow-uttir masonry. a. Visually verify placement of masonry units,reinforcing steel,inspection of grout spaces and taking any required prisim or test specimens,and be �( resent during all grouting operations. f or jolly grorare�l open-end hollow-unit mnsonn . — '- b. Visually verify the start of laying units,pbhu-meat of reinforcing steel, taking prisms or test Specimens,mrpe ct grout spaces and be present durin all roulin o rations. C. Verify Ural grout and mortar materials and proportions enc in accordance — with OSSC,Table 21-A for Mortar and 21-I1 for grout. d. _ -- S. Spray-applied fireproofing. OSSC,Section 1701,5.lo — a. Visually venfv the substrate condition,thickness determination and — confirm density report are all in accordance wi0r t113C,Standard 7-6 b. 9. Oling,Drilled Piers and Caissons. OSSC,Section 1701.5.11 a. "resent during driving of piles and subsequent testing, b. Inspect the construction of cast-in-place drilled piles or caiss(ms. C. ( luerve placing of reinforced concrete — d. O[)servc placemen(of reinforcement steel — — --- ltd. Shotcretc OSC,Section 1701.5.12 — a Observe taking of test specimens -- b. Observe the placenren(of all shotcretc used for structural mcrnbc:rs. Submit a statement of compliance with plans and spccificationr C. Visual examination of complctc(l shotcretc work -- Subnril o report of the three test specimens required d. SOILS Inspection Services and Materials Testing __ Special Grading, excavation andfill_ MEMORANDUM CITY OF TIGARD TO: Steve Johnson FROM: Bob Poskin DATE: 09/07/1999 SUBJECT: B1JP 1999-00317 - Steve: The following issues remain outstanding on your building permit application- 1. pplication:1. Submission of required energy firms. 2. Under the provisions, of OSSC, Section 1006.1 "Exit Discharge", the exit from the new building at the main entrance going to the parking lot is required to discharge ultimately to a public way. This is not occurring with this exit. There is an exception that states the discharge can lead to a safe dispersal area at least 50 feet from file building. The safe dispersal area is based on 3 square feet per occupant. The occupant load of the new building is 198. The safe dispersal area must be equivalent to 597 square feet. It appears that a sidewalk can he provided between Kwik Copy and your parking lot. The grade requirements are 1 in 20. Please advise what approach you intend to take. 3. Provided for your use is a copy of the Operational Guidelines for building evacuation, required to meet the conditions of the exception on OSSC, Section 1107.1 Exception 1.2. 4. Please return the Special Inspection forms provided of my $/3/99 letter. Questions'? please call me at 639-4171 X 392 09-0E-1999 12:05PM FROM SUPER ONE INC TO 5029257 P.01 Post-it'Fax Note 7871 Dat pagesAor► To Fro CoJOept I codh C C;iarks EPhone 8 Phone nergy Services Corporation _�3_ 800 NW nTH AVE 9 rE 202 ax / ( �' Fax 4 PORTLAND OR 9+209 P.(907)22L01/5 F.(5031 224-0991 • ce9c•telcycxl.aom O Andy Dg Super One Inc. 10950 SW 5th, Suite. 150 Beaverton, OR 97005 September 07., 1999 RE: Building Envelope, Energy Code Compliance for 45 Unit Addition to Phoenix inn. 29757 SW Boones Ferry Rd,Tigard, Oregon Dear Andy, As requested, we have reviewed the above project for building envelope compliance with Chapter 13 of the 1998 Oregon Structural Specialty Code. Since this is a four-story building, it is considered "non-residential" (Group R-I occupancy) for building envelope energy code requirements. Perimeter slab edge insulation around the entire building is not required. Unlike residential windows, commercial windows requires a shading coefficient which can be achieved through selective low-c coating. We have included Forms 3a and 3b, which demonstrate compliance with code requirements The following list summarizes these requirements: 1. Exterior Windows All exterior windows shall have both: • Two panes of glazing with a 0.5-inch airspace with low-e coating or an NFRC tested U-factor of<0.54; and • A center-of-glass shading coefficient of<0.57 or an `overall" NFRC tested SHGC <0.50. 2. Exterior walls Above-grade, wood stud walls P. 1 09-0F-1999 12:05PM FROM SUPER ONE INC TO 6829257 P.02 i i R•19 batt insulation installed between wall framing with one perm vapor retarder I installed flush against heated side of wall. This includes walls separating lower lever and adjacent to r_rawlspace. Concrete below-gradetbasement walls R-7.5 insulation installed in furred-out walls. This can be accomplished with 1-1/2 inches of polyisocyanurate installed between 2 x 2 furring strips. 3. Exterior ceilings R-38 insulation installed above exterior ceilings. There are two exterior ceiling spaces, above the walkway between existing and new buildings and third floor. 4. Concrete slab edge Slab edge insulation is not required per non-residential energy code requirements. 5. Underfloor areas (several floor joist sect;uns: 1st floor) R-11 insulation shall he installed in the floor joist sections under the first floor, over crawlspace. Insulation must be installed in substantial contact with floor deck. t G. Exterior storefront glazed doors Glazing in exterior storefront doors may be single pane. We recommend installing double glass to reduce heat-loss and prevent condensation. 7. Infiltration Penetrations in the exterior envelope shall be sealed, and windows and doors shall be caulked, Basketed or weather-stripped. 8. Recessed lighting Any recessed lighting fixtures installed within extcrior ceiling insulation shall be Type IC rated. Mechanical and Lighting sheets were not included in drawings that we reg iewed. We did riot complete Mechanical and Lighting Compliance FormF. if required of us, this service can be provided at a later date. Also attached is a document that summarizes building envelope measures necessary to comply with non-residential requirements. It may be necessary to provide this information on the plans for the building department. P.2 0`1--06--1999 12:05PM FROM SUPER ONE INC TO 6029257 P.03 It was a pleasure to assist you with this project. We look to forward to helping you, with any future projects. Please call us at(503) 224-8145 if you have any questions or need more information. Sincerely, &-4- - —a---��; �_-"N Curtis James Clark, PE President attachments: I I I 1 i p.� CITY OF TIGARD BUILDING INSPECTION DIVISION 74-Hour Inspection Line: 639-4175 Biness Line: 639-4171 MST - C� —Date Requested �• BUPAM PM - BLD Location ` /S ?S s�� (,C Suite MEC Contact Person / Ph 3 � _ PLM _ Contractor C/ P /.__ /� c f+ c" Ph VNR — BUILDING Tenant/Owner At ekjl )e 474 h ELC Retaining Wall ELR Fooling Access: --- Foundation FPS Ftg Drain — Crawl Drain Inspection Notes: SGN Slab ___ - Past& Beam �, ------ SIT Ext Sheath/Shear } �" `�+1G /7 r/ +"C'v Int Sheath/Shear — r raming Insulation �— ----- --- --"-- Drywall Nailing Firewall -- — Fire Sprinkler Fire Alarm ---- Susp'd Ceiling Roof --- Mise: Final -- PASS PART FAIL --- PLUMBING Post& Beam -- — ---- - _— Under Slab Top Out - Water Service Sanitary Sewer --- ---_-"-- ,,� ------- Pain Drain3 Final ------ ---- — -- PASS PART FAIL Pool MECHANICAL - --- Post& Beam Rough In Gas Line Smoke Dampers Final ---------- - AT FAIL - •LEC L -- ------_�—_ - Service Rough In ----- ----------------- UG/Slab Low Voltage Fire Alarm PASS PART FAIL Backfill/Grading - —"--"--- — — Sanitary Sewer Storm Drain ( ]Reinspection fee of$ i required before next inspection. Pay at 3ity Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line ( J Please call for reinspection RE: _— _ _ — [ J Unable to inspect-no access ADA Approach/Sidewalk Other date o�_2/ L� --- Inspector Ext Final _ PASS _PART FAIL DO NOT REMOVE this Inspection record from the job site. D � �O tG Ir' I w -it ] W � a �,A Ati A i nom- tnlo o coo 3i o a �� Z-, � I j o Al u q ,D I t I VIPIS INDUSTRIES,INC. MEMORANDUM RECEIVED TO: Bob Poskin Jul.. 3 I` 1999 FROM: Steve Johnson Phoenix Inns COMMUNITY OEVELUPMEN' Re: Soils Report/Liquefaction Statement July 30, 1999 Bob: Per my request please find Geotechnical Report, and, Liquefaction Statement from GeoDesign, Inc. for the above referenced project. If you need anything else, please give me a call direct at 682-9284. Thanks 29757 SW Boon es Ferry Rd. • Wilsonville.Oregon 97070 Telephone 503.682-92134 6 FAX 503.682-9257 VIPOS INIXISI'RIES INC. MEMORANDUM TO: Bob Poskin RECEIVED City of Tigard FROM: Steve Johnson VIP'S Industries, Inc. CUMMUNIIy UEVELUPMr N1 RE: Site Plan Review SIT#: 99-00049 Phoenix Inn Expansion Project SITE PLAN REVIEW COMMENT'S-JULY 29, 1999 DATE: September 3, 1999 Bob: SITE WORK 1. Planning Staff(Mark Roberts) provided no instruction or requirement regarding further planning processes required. I would appreciate a little more direction from you as to exactly what your requirement is. if it is to simply consolidate the parcels currently in common ownership into one, we can simply execute a deed from ourselves to ourselves accomplishing that. I will need further direction from you please. 2. A liquefaction statement from a certified geotechnical engineer has already been provided, and is assumed to be adequate. Accordingly, nothing further will be provided at this time. Please advise it you require more. ACCESSIBILITY --- - - - -- ---- ----- --- --- 2: Sheet #1-see revised note with ODOT sign standard at detail 1/1. 2. Sheet #1-location of 2 ADA stalls has been revised to comply. Also, see detail 1/1. C Sheet #1-see five foot wide sidewalk added for compliance. 29757 SW Roones Ferry Rd. • Wilsonville.Oregon 97070 Telephnne 503-682-9284 0 PAX 503-682.9257 4. Sheet#1-see additional notes. FIRE 1-7. Per our telephone conversation the day before yesterday, fire hydrant and fire department connection information referenced in comments #1-7 are not required to be submitted at this time, but must be on file before a building permit will be issued. Acknowledged and agreed. 8. Acknowledged and agreed. VALUATIGIV 1. Per our telephone conversation, nothing further is necessary regarding valuation information. Enclosed herein please find three copies of revised submittal documents. Since the only comments addressed in this Site Plan Review relate to Sheet #1 only, I will enclose three copies of cover sheet (Sheet O) and Sheet#1, only. if you need anything further, please advise immediately. As before, in the interests of time and convenience, please direct any further questions/comments/requests directly to me at 682-9284. Thank you fcr your courtesies and cooperation throughout. Ve Truly Yours, Steven V. Johnson Enclosures: Architectural Drawings-Sheets 0 and 1 only July 29, 1999 70REGOIN OF TI' Charles Hagel & Associates 7 11580 SW 67th Tigard, OR 97223 RE: Phoenix Inn Expansion Site Plan Review 9575 SVM Locust PC#: 7-36c SIT#: 99-00049 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: 81Te OiRK r. 1. The proposed project site consists of more than one parcel of land. There shall be no underlying land divisions unless the buildings vre designed for location to property lines. Provide a true copy of the recorded document describing the site as one parcel. 2 Provide a liquefaction pv!ential and soil strength loss report (OSSC Section 1804.1.1 and 1804.5) ACCtt2091131UTY 1 Revised plans shall show details of the accessible signage, including the van 1 accessible sign, and parking in accordance with Oregon Department of Transportation minimu ' m standards (OSSC, Section �11'10_4.1). / Vra-�/ W/ CJ 2 The 2 new ADA stalls must comply with OSSC, Chapter 11, Figure 9, provide S details /C1 3 You have not provided a continuous accessible route as defined by OSSC, Section 1102. Door#1 does not lead to a public way. Secondly, check in occurs from the existing motel. The accessible route must also comply between the two buildings Provide details. S E'-L= /�J.��- _1_ r=�I _ C--�I� vv f�_j� \N'A� I-1 r 1 04. Width. All walks on accessible routes shall be continuous with a minimum clear width complying with Section 1109.4.1 ((?SSC,Section 1103 2.4 1). J� 1. COMMERCIAL BUILDINGS - MINIMUM NUMBER OF FIRE HYDRANTS: The minimum number of fire hydrants for a building shall be based on the required 13125 SW Hall Blvd., Tigard, ()R97223 (503)639-4171 TDD (503)684-2772 ------- --------- Phoenix Inn Expansion Site Plan Review PC#: 7-36c BUP#: 99-00049 Page#2 fire flow prior to giving any credits for fire protection systems. 1 here shall not be less than one (1) fire hydrant for the first 1,500 gallons per minute (GPM) required fire flow and one (1) additional fire hydrant for each 1,500 GPM or portion thereof over 1,500 GPM. Fire hydrants shall be evenly spaced around the building and their locations shall be approved by the building official, (UFC Sec. 903.4.2.1) 2 COMMERCIAL BU&PINGS - REQUIRED FIRE FLOW: The required fire flow for the building shall be 3000 gallons per minute (GPM) at 20 psi Hydrants shall be flow tested in accordance with NFPA 291. Results shall be submitted to the City of Tigard, Attry Plans Exa;r;iner, 13125 SW Hall Blvd., Tigard, OR 97223, on the form enclosed. 3. CCOMMEkCIAL BUILDING- FIRE HYDRANTS: No portion of the exterior of a commercial building shall be located more than 250 feet from a fire hydrant when measured in an approved manner around the outside of the building and along an approved fire apparatus access roadway. (UFC Sec. 903.4.2.1) 4. FIRE HYDRANT/FIRE DEPARTMENT CONNECTION Afire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire hydrants and FDC s shall be located on the same side of the fire apparatus access roadway. (UFC Sec. 903.4.2.5) FDC locations shall be approved by the building official. (1996 Oregon Structural Specialty Code, Sec 904 1 1) 5. FIDE DEPARTMENT CONNECTION$ ON jp_Q!LQINGS-. Fire departmeiit connections shall not be located on the building that is being protected. (UFC Sec 903.4 2 5) 6 UFC (TVFR) Appendix 1111 - A building survey and plans shall be provided to the fire department. Forward the attached survey when completed to include a site plan and one set of architectural drawings to Plans Examiner, City of Tigard, 13125 SW Hall Blvd., Tigard, OR 97223. 7. No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construction, number of stories, occupancy or any combination thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure [UFC, Section 903.3]. A Provide Fire Flow Testing pursuant to NFPA 291 using the enclosed "Hydrant Flow Test Report Form." B Complete the enclosed "Fire Flow Work Sheet' and return to the City of Tigard, attention Plans Examiner Note:_Th.documents shall be on file before a building permit will be issued. Phoenix Inn Expansion Site Plan Review PCM 7-36c BUPS: 99-00049 Page#3 8. The installation of piping from the city vault, and the backflow device shall be installed by a licensed plumber. Installation, inspection and test shall be in accordance with NFPA 13. 7 :' 77�41' Provide a notarized copy of the owner accepted bid. Please submit three copies of revised submittal documents and a letter indicating your response to the above comments-for review. Please ;,all me at (503) 639-4171 if you have any questions. Sincerely, o rt Poskin, CBO SE OR PLANS EXAMINER i lbidWvm9yWA MV hoc 45-UNIT ADDITION PHOENIX INN MOTEL —9575-S' 'M-STREFT:j> UG TIC—AR n, 0RIJc--`:M'--- STORM WATER DRAINAGE CALCULATIONS The attached calculations were prepared March 30, 1999 by: Timothy R. Turner, P.E. TRT Engineering, Inc. 2636 SE Market Portland, Oregon 97214 (503) a35-7592 — fax (503) 235-7593 Che proposed drainage system consists of roof drains, parking lot catch basin inlets, and underground detention storage. Discharge will be to an existing stormseaer manhole located in SW Locust Street. Design features are depicted on the site plans (by TRT Engineering, Inc.) submitted by to City of Tigard Public Works by the motel owner, VIP's Industries. Inc. The detention system was designed consistent with Unified Sewerage Agency (USA) technical guidelines. On-site pipe sires and slopes were calculated per the guidelines of the State of Oregon I)PC Specialty Code. `,;G,tvF� r�(2, 313 el t1 I've bj 3 ,—Occmcrph.doc July 29, 1999 CITY OF TIGARD Charles Hagel & Associates OREGON 11580 SW 67th Tigard, OR 97223 RE: Phoenix inn Expansion Site Plan Review 9575 SW Locus* PCM 7-361: SITM 99-00049 Submittal dccuments for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and o`her applicable codes and standards. The following comments are noted: SITE WORK u%,' 1. The proposed project site consists of more than one parcel of land. There shall be no underlying land divisions unless the buildings are designed fer location to property line Provide a true copy of the recorded document describing the site as one pai cel. 2. Provide a liquefaction potential and soil strength joss report (OSSC, Section 1804.1.1 and 1804.5). ACCESSIBILITY } ��✓� Revised plans shall show details of the accessible signage, including the van accessible sign, and parking in accordance with Oregon Department of 9 P 9 9 P Transportation minimum standards (OSSC, Section 1104.1). r2.(l The 2 new ADA stalls must comply with OSSC, Chapter 11, Figure 9, provide details 3. You have not provided a continuous accessible route as defined by OSSC, Section 1102. Door#1 does not lead to a public way. Secondly, check in occurs /I from the existing motel. The accessible route must also comply between the two buildings. Provide details. 4. / Width. All walks on accessible routes shall be continuous with a minimum clear width complying with Section 1109.4.1 (OSSC, Section 1103.2.4.1). � 1. COMMERCIAL BUILDINGS-MINIMUM NUMBER OF FIRE HYDRANTS.. The Il minimum number of fire hydrants for a building shall be based on the required 13125 SW Hail Blvd., Tigard, OR 07223(503)639-4171 TDD(503)684-:2//2 Phoenix Inn Exparision Site Plan Review PC#: 7-36c BUP#: 99-00049 Page#2 fire flow prior to giving any credits for fire protection systems. There shall not be less than one (1) fire hydrant for the first 1,500 gallons per minute (GPM) required fire flow and one (1) additional fire hydrant for each 1,500 GPM or portion thereof over 1,500 GPM. Fire hydrants shall be evenly spaced around the building and their locations shall be approved by the building official. (UFC Sec. 903.4.2.1) 2. COMMERCIAL BUILDINGS - REQUIRED FIRE FLOW: The required fire flow for the building shall be 3000 gallons per minute (GPM) at 20 psi. Hydrants shall be flow tested in accordance with NEPA 291. Results shall be submitted to the City of Tigard, Attn: Plans Examiner. 13125 SW Hall Blvd., Tigard, OR 57223, on the form enclosed. 3. COMMERCIAL BUILDINGS - FIRE HYDRAN'rS: No portion of the exterior of a commercial building shall be located more than 250 feet from a fire hydrant when measured in an approved manner around the outside of the building and along an approved fire apparatus access roadway. (UFC Sec. 903.4.2.1) 4. FIRE HYDRANT/FIRE DEPARTMENT CONNECTION_ A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire hydrants and FDC's shall be located on the same side of the fire apparatus access roadway. (UFC Sec. 903.4.2.5) FDC locations shall be approved by the building offici-il. (1996 Oregon Structural Specialty Code, Sec. 904.1.1) 5. FIRE DEPARTMENT CONNECTIONS ON BUILDINGS: Fire department connections shall not be located on the building that is being protected. (UFC Sec 903.4.2.5) 6. UFC (TVFR) Appendix III.F — A building survey and plans shall be provided to the fire department. Forward the attached survey when completed to include a site plan and one set of architectural drawings to: Plans Examiner, City of Tigard, 13125 SW Hall Blvd., Tigard, OR 97223. 7. No building shall be constructed, altered, enlarged, moved or repaired ill a manner that by reason of size, type of construction, number of stories, occut ..,icy or any combination thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure [UFC, Section 90'.3]. A. Provide Fire Flow Testing pursuant to NFPA 291 using the enclosed "Hydrant Flow Test Report Form." B. Complete the enclosed "Fire Flow Work Sheet" and return to the City of Tigard, attention Plans Examiner. Note: These documents shall be on file before a building aermit will be issued. Phoenix Inn Expansion Site Plan Review PC#: 7-36c BUP#: 99-00049 Page#3 B. The installation of piping from the city vault, and the backflow device shall be installed by a licensed plumber. Installation, inspection and test shall be in accordance with NFPA 13. Provide a notarized copy of the owner accepted bid. Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, o rt Poskin, CBO SE OR PLANS EXAMINER i%bkig4 misyaXsM9949.doe APPENDIX I11-F 1997 UNIFORM .'IRI;CODE APPENDIX 111-F FIRE DEPARTMENT BUILDING SURVEY AND PLANS SECTION I —SCOPE Piro Hydianl ioca(ions Fire Department Connection locations When a building permit is required by Oregon Stmctural Under Ground Location and size of water mains used for fire Specially Code,building survey and plans for use by(he fire protection(Public and Private) department,shall be prepared by the permit appellant and Above ground and below ground tanks(Plamntables, submitted to building department for routing to the fire Combustibles,Chemicals,LPG, Propane,Cryogenics, department in accordance with the prov;,ions of Appendix etc.) Material within the tank and size shall be Chapter Ill-F,at the time of issuance of the permits. indicated. Fences with gates(access points) Exceptions: 1. Remodels or tenant modifications where no changes or modifications are trade to the i(emn listed in Interior of the building Section 3 of(his Appendix. Area Separation Walls 2.Group R, Division 3 Occupancies. Occupancy classifications and occupancy separation walls 3, Agricultural buildings as defined in ORS Seclion Corridors and hallways 455.315. Rated corridors shall be indicated 4.Structures housing Group B,F,M, R,S and U Unprotected openings in floors Occupancies that are less than 4000 square feet ground floor Unprotected stairways,escalators,etc. area or less than 20 feet from the lowest finished floor to the Protected stair enclosures highest finished ceiling. Protected shafts(Elevator,etc. ) Horizontal Exits and exit enclosures and extensions from SEC'T'ION 2—III IILDING SURVEY enclosed stairway systems Location of fire pro(eclion system controls Location of fire alarm system panels See the attachment to this Appendix Chapter for the building Location of electrical main disconnect survey for ni. Location of dornestic water shut off valve Note: Upon request the survey form and a set of Location of main natural gas shut of vr:lve instructions call he obtained from the fire department. Location of(anks above or below the floors their size and contents. SECTION 3—PLANS DOCUMENTATION General Plan information Plans shall contain,but shall not he limited to,the following Name and address of the building information: Type of Construction per OSSC Edition Date of Code and date buil( Building Exterior Direction arrow(North) Property lines Architectural firm or individual that prepared the pHns Building foci(print Address and phone N. Access Roads(Required access roads shall he indicated) I.3118.1 APPENDIX III-F Tualatin Valley Fire & Rescue 1917 UNIFORM FIRE CODE Fire Prevention "" A 4755 SW Griffith - PO Box 4 75 5 - Beaverton, OR 97075 } (503) 520 2459 - FAX: 526-2538 "� e Page I of 2 Building Surve Re ort FMZ : ------------------------ (to be filled out. by TVF&R) Code Edition: Nameof Facility: ---------------------------------------------------------------- Name of Building: --------------------------- --------------------------- Address: Owner: ---------------------------------------------------- Telephone No. ( )------------------------- Architect:----------------------------------------------- Telephone No. ( )----- --- -------------__ Architect Address: . Occupancy 'Type Ilse Capacity 2. Construction Type - Year Built -- 3. Area(Sq.Ft.) Total largest Floor Basement 4. Stories — No. Ilei ht — — P --�--- -- high Rise ❑Y ❑N 5 n. Exterior Wall Conswiction b. Opening Protection 6. Interior Wall Construction _ — 7. Floor Construction -- ----- -�----- --- ---- A. Roof Construction 9. Attic Draft Stops No. 10a. Occ.Sep,Wall Construction No. b. Opening Protection Its. Arca Sep.Wall Construction — No. b. Opening Protection 12a. Smoke Barrier Wall Construction No. b. Opening Protection 13a. Corridor Wall Construction — b. Opening Protection ---.-- 14a. Corridor Ceiling Construction — -----� -------- ----------- --- b. Opening Protection — T — 15a. Shafts -- — No— -- TType b. Opening Protection 1-?U8.2 1997 UNIFORM FIRE CODE APPENDIX Ill-F Page 2 of 2 Building Survey Report FMZ : ----------------------- (to be filled out by TVF&R) Name of Facility: --------------------------------------------------------- 16a. Stair Enclosure No. b. Opening Protection 17. Stairs No. 18. Ramps No. 19. Interior Finish Class Room Corridor Iixit Enclosure 20. Exits —_ No. Total Width 21. Exit Hardware Type 22a. r?xit Signs/Illumination h. Emergency Lighting �+ 23 Auto Sprinkler Coverage 24. Standpipe Class/Locations 25. Fire Alarm Type/Coverage 26. 1leating,Ventilation&Air Conditioning 'Type Fuel 27. Electrical Installation 28, StagelPlatform 29. Hazardous Area 30. Otho — Comments: Alternate Materials dr Methods TVF&R Usc Only F: Inspeoed By: Date =�,., Wo.A tChmCillS Reviewed Hy: Dale Y e 11,xl,itccl _ CITYOF TIGARD SITE WORK PERMIT DEVELOPMENT SERVICES PERMIT# : SIT1999-00049 13125 SW Ball Blvd.,Tigard, OR 9722.3 (503) 639-4171 DATE ISSUED : 10118/1999 PARCEL : 1S126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: LEHMANN ACRE TRACT ZONING : C-P BLOCK: LOT: 007 JURISDICTION : TIG CLASS OF WORK: ADD PAVING ?: Y RESO. NO: TYPE OF USE: COM GRADING ?: Y VALUE: $250,000 00 EXCV VOLUME: 3.700 cy LANDSCAPING?: Y FILL VOLUME: 0 Cy SITE PREP ?: Y ENG FILL.?: N STORM DRAINS?: Y SOILS RPT READ?: Y IMPERV SURFACE: 12,335 sf Remarks: Concrete retaining wall and foundation - Site has approved water quality system Owner: _—_ FEES _ VIPS MOTOR INNS INC I Type By Date Amount Receipt 29757 SW BOONES FERRY RD yp -- — WILSONVILLE=., OR 97070 I PLCK BON 07/13/1999 $525.20 99-316806 FIRE BON 07/13/1999 $323.20 99-316806 PRMT BON 10/1811999 $808.00 93-319126 Phone.: 503-682-9284 5PCT BON 10/18/1999 $56.56 99-319126 Contractor. EROS BON 10/18/1999 $80.00 99-319126 — — — ERPU BON 10/18/195: $26.00 99-31912.6 SUPER ONE INC ERPC BON 10/ia/1999 $26.00 99-319125 10950 SW 5TH WOUN BON 10 18/1999 $2,453.47 99-319 i 26 STE 150 = -- BEAVERTON, OR 97005 Total 298.43 Phone: 643-5721 Reg #: LIC 000571 Required Inspections Erosion Control Insp 844-6444 Excavation Insp Grading Insp Paving Insp Strm Drain Insp San Sewer Insp :'prinkler supply lines Domestic water line inspect. Landscaping Insp Fire system test ORIGINAL. Misc. Inspect'.on Final Inspection _ This permit i� issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Cedes and all other applicable laws. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days ATTENTION: Oregon law requires you to follow rules adopt„d by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-1987 Permittee Signature: -- Issued By: `�, V � u L— _ --- _ ---. Call (503) 639-4175 by 7:00 P.M. for an inspection needed the next business day CITY OF IGARD Site Pernait Appl;cation Recd By j late Recd --i "i 13125 SW HALL BLVD. Commercial and Multi-(Family: Crnnplete ENTIRE form Dr to P.E. Z' - TIGARD, OR 97223 Residence: Complete ShADED areas Dal to DST (503) 639-4171 x304 Pr.rmit �'11 (IT-o Related SWR tY Called_ Q-= } -iK) (i,nt_D Print or Type Incomplete or illegible applications will not be accepted Project Name Utilities(Complete all that apply) Job , .ate _ EKP� jitr=:5�&w Address Address q5 5 �}�-.� L-e0-a;r 1-1(;,4 4 Z),C1 _. Storm Sewer~ -- ( Z Linear Ft. Name , Sanitary Sewer f�s N`.,(_ --' _w�►�•''Gtae 2-55— Linear Ft. Owner Mailing Address Fresh Water ?q�Sa �►►� s �7� �, �"(:ra 3 v5 Z��l e Linear Ft. C't-/State cvzp Phone Catch Basihs General Name Clean Outs Contractor �� _,-.�.+�.� , �t..�c. . # g Prior to permit Mailing Address Desci ibe work to be done. issuance,a copy of all 5��Inc t Newt Additianp Alteration❑ Repair❑ licenses are City/State q.J2_ Zip Phone Additional Description of Work: required if - 64S.4 jaO�FxV►,,nT.&�►J i='F G YLSf c-►.�:."&T'4Mts 'g expired In COT State Const. Cont. Board Lic.# Ex . D e G ��`� database �S u►�� ti{tcrr=� uec-i>t+fc�c..s� 1�p;5 �►7r �3 Z 2--- Name -Name Project ��a+ G C) , C- L►V L-c-- _� t Ec asoc_, Valuation O� J Architect Mailing Address Plans Required: See Matrix on'back ) 1 l�- 0 '5.o �� N The following,must accom any this application: City/State Zip Phone Site plan with Vicinity Map Parking(including sT-P t--V— I- 2,5 Showin ADA Com liance ADA)&Lighting Plan Name Plan and details Landscaping Plan Engineer Mailing Address 1 Erosion Control Plan and Retaining Structures details including calculations City/State Zip Phone Site Utility Plan and details Solis Report Z 1 y (showing connection to (if required) r�Cs.b+ta z 35, SR2 approved system) Excavation Volume 1 hereby acknowledge that I have read this application,that the (Soils report required for>5,000 cu. Yards) information given is correct,that I am the owner or authorized 3 699cu. yds. agent of the owner,and that plans submitted Are In compliance with Oregon State lamp. Fill Volume U I ature of Lwn Ag Date (Soils report required for>5,000 cu.Yds.) Q _ NO Lcu�ds. Will the fill support a structure Contact Person Name Phone (Engineer required if answer is yes) YESO NO❑ Retaining structure?(check one) ❑Rock FOR OFFICE USE ONLY Cc.¢��E �2Ec llre�Gv Ile• ❑CMU Notes: QConcr ❑other Total new impervious area including all -Z-z_ 1335 Lend UseC se Map/TL# buildingsidewalks,and paving Sq. Ft. �(� — i\dsts\forrmms_lstite-app.doc 10/30/98 e' 't 1 f 1r r I�± r��,wt Ff!' .�`�t{ � 4 -yk -- COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review Is dependent upon submittal of BOTH plans A 5W0MPL8TW. application. For an electrical submittal, the application must.contain the signature of the supervising electrician before plan review will. Am After plan review approval, Plans Examiner will contact the additional plan sets for distribution purposes (C Gpi Y Weshngxvn Couny, Tual. tir?galley;Flr� Total f# of TYPE OF SUBMITTAL PlansKEY: Submitted —+ S (Private) 1 S = Site Work B (New or Add) 1 B _ Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E _ 3 Alt = Alternation to Existing (New , Add) Building *8 or B & M (Alt) — 1 *8 & M & P (,Alt)) r _ 3 *B & M & P & E(Alt) 3 *H & M & P & E & F(Alt) 3 NOTES: *Shaded areas designate ALT submittals only. I\dsts\forms\matrxcorn doc 12117198 � ELECTRICAL PERMIT CITY OF TIGARD PERMIT#: ELC1999-00628 s DEVELOPMENT SERVICES -- DATE ISSUED: 10/22/99 13125 SW Hall Blvd.,Tigard, OR 97223 (503opIGIV, 171 PARCEL: 1 S126DC-04500 SITE ADDRESS: 09575 SW LOCUST ST SUBDIVISION: L.EHMANN ACRE TRACT' ZONING: C P BLOCK: LOT : 007 ��JURISDIC-i ION: TIG Proiect Description: Installation of 2 200 amp temporary services RESIDENTIAL UNIT _ TEMP SRVC/FEEDERS MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: 2 PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HMI SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER BRANCH CIRCUITS ADWL INSPECTIONS 0 - 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ PLAN REVIEW SECTION 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NOMINAL: Reconnect only: SVC/FDR >=225 AMPS: CLASS AREA/SDEC OCC: Owner: Contractor: VIP MOTOR INNS INC CITY ELECTRIC + SUPPLY CO 29757 SW BOONES FERRY RD 8070 SW NIMBUS AVE WILSONVILLE, OR 97070 BEAVERTON, OR 97008 Phone: 503682-9284 Phone: 641-8012 Reg #: SUP 35925 LIC 42422 ELE 26-289C FEES Required Inspections Type By Date Amount Receipt Elect'I Service PRMT DEB 10/22/99 $100.00 99-319269 Elect'I Final 5PCT DEB 10/22/99 $7.00 99-319269 -----� Total $107.00 —�J— This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance,or if work is suspended for more than 180 days ATTENTION Oregon lave requires you to ollow rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080 You may obtain cop i of these rules or direct questions to OUNC at(503) 246-1987 �-J -, < PERMITTEE'S SIGNATURE ISSUE BY:�� ,� – OWNER INSTALLATION ONLY The installation is being made o roperty i own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE: CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: DATE:— LICENSE ATE:LICENSE NO: --- Call 639-4175 by 7:00pm for an Inspection the next business day Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd Tigard, OR 97223 Permit # Date Issued /C_,�C, Phone (503) 639-4171 CITY OF TIOARD FAX (503? 684-7297 TDD No (503) 684-2772 Inspection (503) 639-417; 1. Job Address: 4. Complete Fee Schedule Below: Name of Development_ joev1 I l nia— _ Number of Inspections ;ger permit allowed L Address SW L-OC ,' , _ service included Items Cost(ea) Sum CitylStatelZ to I (��,,� �V __.__ �___ 4a. Residential -per unit T` 1000 sq it of less $11000 ----- n Name (or name of business)- -Ai'L 1111m _-_._.____-_ Earhedtlitierelsq ft or — portion thereof f25 00 C ommercia Residential Limited Energy $2500 Each Manuri Home or Modular Dwelling Service or Fetder $6800 _Y 2 2a. Contractor installation only: 4b. Services -r Feeders f s Installation alteration,or relocation 2 Flectncai-Contractor l� v► F� L Yu 200 amps or less $8000 AdSS�10 r i0.amps to 400 amps v f80 00 __ 2 "`) 401 amps to 600 amps $12000 C1t State_L4_ 2 _ Zip Gut amps to I1000 amps __. -- $18000 2 Phone No - t _ _ Over 1000 amps or volts -- $34000 2 Job NO — Reconnect only $5000 _ 2 contractor's license NO_� 4c. Temporary Services or Feeders Contractor's Board Re No _ _ Installation,alteration or relocation Signature of Supr Eleg'n_ _ 200 amps of less �� J 7 License No 3�_ _— Pte'' horse No L 1 201 amps to 400 amps __. $5000 2 -- -- 401 amps to 600 amps +_ $7500 Ovef 600 amps to 1000 volts $10000 - 2b. For owner installations: eer-"b"above 4d. Branch Circuits Print Owner's Name __._- __ __—_____ New,atteration or extension per pane Address a)The fee for branch circuits with -- ��------ice '�--'---- ---� purchase of service nr leader les, 2 City____ `otat2_--- �Ip ----- Each branch circuit $500 Phone No _ _ _ _ _ b)The fee for branch circuits without The installation is being made on property I awn which Is purchase of service or feeder fee. 2 First branch circuit $3500 not intended for sale, lease, or rent Each additional branch circuit $500 Owner's Signature ... _ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or irrigelion circle $4000 _ Each sign or oullina lighting _ $4000 Signal circuits)or a limited energy Please check appropriate Item and enter fee in section 5B. panel,elterstlon or extension _ $40 00 _w 4 or more residential units in one structure Minor Labels(10) $100 DC — �__Service and feeder 225 amps or more System over 600 volts nominal 4f. Each additional Inspection over _ Classified area or structure containing special occupancy the alluIn any of the ahov9 as described in N F C Chapter 5 Per inspecctiontion _ __ $35 00 —A Per hour __ $5500 In Plant $55 00 Submit 2 -;Pts of plans with application where any of the above Y apply. Not required for temporary construction services. 5. Fees: 5a. Enter tutal of above es $ �I�•o' NOTICE 5% Surcharge total fees)��' g PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal a �((?? g U(= AUTHORIZED IS NOT COMMENCFD WITHIN 180 DAYS, OR IF 5b. Enter 2 vi w line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec 3) g v A PERIOD OF 180 DAYS AT ANYTIME AFTER WORK IS Subtotal $ c;OMMENCFD ❑ Trust Account # ,,r. Balance Due $ ,��, N WASHINGTON COUNTY 1 N DEPARTMENT OF LAND USE AND TRANSPORTATION / HILLSbORO, OREGON 97123 THIS PFRMIT r,; •:r BE APPLICATION AND F-ERMIT TO OCCUPY OR PERFORM OPERATIO S PRESzMT AT Knft K_TIME Sy TC WITHIN THE RIGHT OF-WAY OF COUNTY AND DEDICATED RO AT ALLIM�'S APPLICATION Date 11/09/99 Fee: $ 150 Permit No. 1169I Name Of Applicant VIPS MOTOR INNS, INC �• i ,0 WASHINGTON COUNTY Address 2,757 SW BOONES FERRY RD WILSONVILLE 97070 24 HOURS PRIOR TO STARTAND UPON COMPLETION Phone 682-9284 Contact. STEVEN JOHNSON 846-7647 Applicant hereby applies to the Washington County Department of Land Use and Tra%sportal_ion for permission to perform the following operations within rights-of-way under Washin(;ton ^oinr✓'s jurisdiction. Types of operation and location are as follows: Type of Work: DRIVEWAY CLOSURE Address of Work: 9990 SW GREENBURG RD PHOENIX INN PERMIT The appropriate General provisions contained in "Washington County, Department of Land Use and Transportation, Rules and Regulations for Pole Line, Buried Cable, Pipe Line and miscellaneous operations and/or facility permits" as supplemented and modified by the Standards and the following special provisions, shall apply to this permit, and by this reference,are made a part thereof. It shall be the obligation of the applicant to obtain said Standards and Rules and Regulations from the Department of Land Use and Transportation and to determine which of the various provisions are applicable before commencement of work under this permit. It shall be the the applicants respcnsibility to ensure compliance with ,)regon Revised Statutes 209.140 and 209.150 including all subsections, with respect to interference, removal, c.r destruction of survey monuments. SPECIAL PROVISIONS See aft-ached This permit is issued by the Department of Land Use and Transportation subject to the terms and provisions contained herein and/or attached hereto. This permit is accepted and approved by applicant subject- to said terms and provisions. Maintenance Bond Amount: $ 250 Applicant STEV JOHNSON Type of Bond [ ] Surety Bond # By [ ) Cash; Check #__ [ Receipt Title Rece4ved 11/09/99 Was Ki Cohn*.y Expires 11/08/00 DEJzar e t f. Land Be and T sp rtat 'on B Y Rev. 03-08-94 Original Permit Office FORM No.170-OUITCLAIM DEED-STATUTORY FORM(Corp wit@ amntor), RE Ni NC K IAw FuOIIKNINO ISD.►DIIT IND OR mor -- I• F-,�'j1s� QUITCLAIM DEED—STATUTORY FORM ' A CORPORATE GRANTOR uIP!.S..Mctmr..Inns.,...zn�........................................... Ore on �1 a corpure tion. duly organized and existing under the Jews of the State ol........... ..........I..........................................,Grantor, d� releases and quitclaims to....Y.»P I; ..Mo>tioi•••Inns, Inc.t..an Oregon CorQoration ...................................................... .............................................................. ................. ................................................... . . . .................................................. C� ............................................................. Grantee,all right, title and interest in an... .d..to.....the......loilowin.......... g described reel property, situated in.........Wdshin9t.QP......... .................................... County,Oregon,to-wit: Legal description contained in Exhibit A, attached hereto and incorporated by this retereno. as if fully set forth herein. *NC The real property in Exhibit A is an assemblage of several parcels of land acquired in multiple transactions by Crantor/Grantee. This deed is executed, delivered and recorded in order to comply with City of Tigard Site Plan Review conditions (SIT #: 99-00049) that, since the proposed project site consists of more than one parcel of 'ind, the site must be consolidated into one parcel so that there is no underlying land division within the proposed project site. (IF SPACE INSUFFICIENT, CONTINUE DESCRIPTION ON REVERSE SIDE) The true cen:ideration for this conveyance is a..lU...00......I..............(Her!co rrlply w'th the re uir mems of ORS 93.030) *�iQw.eyer.,...r,he..actual consideration consists of or inclucclles ot�er pro�er�y ..............;. .or..s.th.ar...yalue..gi•yen..or.,promised as the who a consicderet'ion for"'Eii"is ' "'" ""f . .. . . .. .. ns era........................ ttze..rvc,.e,ipt:,..And suffiency..gg..which is hereby acknow.1eagec3"".by""G'rantor•.a Grantee. .. ....................................................................................................................................... Done by order of the grantor's board of directors w;,h its corporate seal,if any,affixed on.October 21, ,1999.... THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCOBEO IN THIS VIP's Motor Inns, Inc. INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND';EGULATIONS ""'.""'"c"" ' BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT,THE PERSON �COUIRING FEE By 7 t�� c � President TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE(iTY OR COUNTY "--- .. .......•••. PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY B Steven V. Johnson LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN y •... -------•---•....................................,Secretary ORS 30.930 STATE OF OREGON,County of... ,Clackamas... " ) ss, This instrument was acknowledged before me on.......... '"tober 21, .1999 . ........................ by.....Steven...V....Jahns.Qn..................................................................................................................... as -----.President ............................................. �f ..NIP'S Motor��Inns, Inc. Or-FICIAL SEAL � ARTHUR E.COYNF � ........................... NOTARY PUBLJC-OREGON Notary Public for Oregon COMMISSION NO 060419 My commission expires.%Z......�'L Z —� MY COMMISSION EXPIRES DEC 22,2000 .. V1P.:.S..MSOt.RI:... nns.1...Inc. STATE OF OREGON, 7.9zS7...,5W..&Ovines..Ferry...Rd......................... County ofss. - ........................................... ..Wilmnville....OR.•..9.7070...._.. 1 certify that the within instrument Dranlar's Name and Address VIP'S Motor Inns, Inc. was received for record on the..........day ......................... of................................................, 19........,at 29757 SW Boones. "Ferry ikd- Wilsonville, OR 97070 ......... ......o'clock.......M.,and recorded in Grants-'o Nome and Addntr •PACK REStRVED book/reel/volume No...................on page 0 ( ►I FOR . andlor as feelfile.linstru- After aurdln alum le(Name,Address,ZI t RKCORD[R'K UaE '•"••••••••••••••••�•• VIP'•s.•Motcr Inns, Inc. ment lmicrotilrn/reception No.............. . ...................... , - 1 ...29.757...$W_Boones•.P'erry Rd: Record of Deeds of said County. ..W��.sonyil.le,• OR X37070 Witness my hand and seal of Until requested alhemit t and all la*statements to(Hams Address,Zip): County affixed, ...vI.P.'..$..(`9t4r...Inns.t... .................................. .............................................................. .. . .... ...29.7. . ...SW..Bppnes Ferry..R...:........................... ..kJi.ia.Q.n.e.t...0�?....97070..................... By................................................ nl,r� CASWELL/HERTEL EXHIBIT A SURVEYORS, INC REGISTERED LAND SURVM- R 6120 S.W.Lombard Avenue Telephone 503/644.3176 ore-,,.--Washingion-Idaho neaverton.Oregon 8700&4736 FAX 503/644 3190 October 19, 1999 Job 6087-50 LEGAL DESCRIPTION FOR VIP'S MOTOR INNS, INC. A PARCEL OF LAND LOCATED IN THE LOTS 6 AND 7 OF BLOCK "C" "L-kHMANN ACRE TRACTS" IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26 AND THE NORTHE"ST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35 , TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY OF TICARD, WASHINGTON COUNTY, OREGON, BEING FURTHER DESCRIBED AS FOLLOWS: BEGLNNING AT THE NORTHWEST CORNER OF' SAID LOT 7 , BEING A POINT ON THE SOUTH RIGHT OF WAY LINE OF SW CORAL, STREET; THENCE S88051 '45"E, ALONG THE SOUTH LINE OF :,AID STREET, A DISTANCE OF 95 . 17 FEET; THENCE S01005 '41"W, ON THE LINE DIVIDING THE EAST AND WEST HALVES OF SAID LOT, A DISTANCE OF 176 . 15 FEET TO A POINT ON THE SOUTH LINE OF SAID LOT 7; THENCE N88054131'1W, A DISTANCE OF 95 . 15 FEET TO THE SOUTHERLY CORNF-.R COMMON TO SAID LOTS 6 AND 7; THENCE CONTINUING N88054 ' 31"W, ON THE SOUTH LINE OF SAID LOT 6 , A DISTANCE OF 201 . 20 FEET TO THE EAST RIGHT OF WAY LINE OF SW GREF.NBURG ROAD (COUNTY ROAD 2472 ) ; THENCE NI103015611E, A-LONG SAID RIGHT OF' WAY LINE, A DISTANCE OF 0 . 31 FEET TO AN ANGLE POINT IN SAID RIGHT OF WAY LINO, SAID POINT BEING 30. 00 FEET EASTERLY OF, WHEN MEASURED AT RIGHT ANGLE THERE'T'O, THE CENTERLINE 3 OF SAID ROAD; THENCE N15042 '23"E, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 99.28 FEET TO THE NORTH LINE OF THAT TRACT OF LAND nFc(-'PYBED IN DOCUMENT NUMBER 96-000045 OF THE WASHINGTON COUNTY i)tty KtCORDS; THENCE S88051145"E, ALONG THE NORTH LINE OF SAID DEED, A DISTANCE OF 176 . 15 FEET, TO A POINT ON THE WEST LINE OF SAID LOT 7; THENCE N01'05 ' 18"E, A DISTANCE OF 80. 00 FEET TO THE TRUE POINT OF BEGINNING. THE AAOVE DESCRIBED PARCEL CONTAINS 34 , 942 SQUARE FEET MORE OR LFCc END OF EHIBIT A STATE OF OREGON 1 County of Washington / SS I, Jerry R.Hanson, Director of Assess- ment and Taxation and Ex-Officio County Clerk foreaid county,do hereby certify that the within instrument of writing was received and recorded in book of trecords of said county. Jerry R. Hanson, Director of Assessment and Taxation, Ex- Officio County Clerk Dor. : 99120247 Rect: 242489 46.00 10/26/1999 10: 53:52am 4.. i i y I PDATE: PLANS CHECK NO.: TITLE: CJ COUNTijWIDE � ' �% I�) r -� -vim. irk �� ✓r_�pvj TRAFFIC IMPACT FEE APPLICANT- WORKSHEET MAILING ADDRESS- (FOR 'DRESS••, Ft°Y � (FOR NON-SINGLE F:AMII.Y USES) 4 CIT,Y2IP/PHONE: RATE PER TAX MAP NO.: LAND USE CATEGORY 1RESIDENTIAL $20�00 SITUS NO.ADD SS:` V BUSINESS AND COMMERG!AL $51.0n OFFICE $184.00 INDUSTRIAL $19300 rl INSTITUTIONAL. s0 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT(PROMISSORY 71E) LAND USE CATEGORY DESCRIPTION F WEEKDAY AVG.TRIP DEFER TO OCCUPANCY %'1 USE i WEEKEND AVG TRIP P RATE L , I(� RATE Rnsls m-v, S �w1 eX (T� ( {( rc�., -� QxIS I✓I� CALCULATIONS: TIr=: amyls (r^r >, �P dF kw►Iv,� i�Ty� x LUPE' CA V004 4v IP mk-e x I44 ITIF: TIF L45 x IDT , L 5b .,:3Sir 5 PROJECT T IP GENERATION: FEE: FOR ACCOUNT ING PURPOSES ADDITIONAL NOTES: ONLY IIF ROA AMT.: F -M'f fRA SIT AMT.: II rrEP emea pwalhumworkdissl99-0(:,.;x CC: WASHINGTON COUNTY TIF NOTEBOOK 6(tk July 27, 1999 CY OF TIC ARD OREGON Steven Johnson YIPS Motor Inns, Inc. 29757 SW Boones Ferry Rd. Wilsonville, OR 97070 TRAFFIC IMPACT FEE FOR PHOENIX INN EXPANSION Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $23,386.00. You have three payment options available to you. The first is to pay the TIF at: the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1st of each year. Please note that you .nay appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the Cid Recorder no later than 5:00 p.m. on August 10, 1999 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639- 4171 . Bonnie Mulhearn Development Services Technician c: TIF file Building file I V]ST VIV 107 13125 SW Hall Blvd., IIgard, OR 97223 (.503)6,39-4171 TDD (503)684-2772 --- I' COUNTYWIDE CITY OF TIGAIRD TRAFFIC IMPACT FEE OREGON PAYMENT OPTION FORM 7 Date Site Address Via t� Project Name Plan Check # I realize that I must make a decision on payment of the Traffic Impact Fee (TIF) at this time. Therefore I request the following (choose whichever option or options are applicable): ❑ Cash or Check ❑ Credit Voucher ❑ Bancroft or Installment Payments and/or ❑ The Ordinance allows for deferral of payment of the TIF until issuance of the occupancy permit if the T;F is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that TIF rates may increase up to six percent each July 1st. This rate increase is not subject to appeal. ,7WNER/APPLICANT OWNER/APPLICANT c: Building Perr It F lie Payment Option Notebook. h UogtnVJ&t2UNeub 13125 SW Hall Blvd., Tlgard, OR 97223 (503) 639-4171 1TDD (503) 684-2772 COUNTYWIDE TRAFFIC IMPACT FEE APPEAL INFORMATION CCff � �GARD EGON 7 Attached is a copy of the Director's decision on this Traffic impact Fee assessment or Traffir Impact Fee Credit/Offset request. This decision may be appealed and a public hearing held by filling a signed petition for review (appeal) within fourteen (14) calendar days of the dat written notice is provided (date mailed). APPEAL PERIOD: Date mailed: Y-27-T) �—to 5:00 PM on Appeal Due Date A motion for reconsideration also may be filled within seven calendar days of the date written nonce of the decision is provided (see Section 208 of the Washington County Community Development Code). A motion for reconsideratior does not stop the appeal period(s) from running and is available only as an extraordinary remedy for when a mistake of law or fact has occurred. A motion for reconsideration requires a filling fee of$625.00. This decision will be final if an appeal is not filed by the due dates(s), and a motion for reconsideration is not granted by the Director. The complete file is available at 13125 SW Hall Blvd., Tigard, OR 9722.3 for review. A petition for review (appeal) must contain the following: 1. The name of the applicant and the relevant casefile/building permit/other development permit number; 2. The name and signature of the petitioner filing the petition for review (appeal). If a group consisting of more than one person is filing -j single petition for review, one individual shall be designated as the group's representative for all contacts with the Department. All Department communications regarding the petition, including correspondence, shall be with this representative; 3. A statement of the interest of the petitioner; 4. The date the notice of decision was sent as specified in the notice; 5. The petition for review (appeal) shall state the relevant facts, applicable ordinance provisions, and relief sought; and 6. The fee of$625 00 for Director's decisions being appealed to the Washington County Hearings Officer. For further appeal information contact:'�C�l'L•LQ (�� Viv t-,— 1'.I Tigard, OR 97223(503)639-4171 TDD (503)684-2772 ---- -- CIT'Y O F T I G A R D BUILDING PERMIT PERMIT#: BUP1999-00317 DEVELOPMENT SERVICES DATE ISSUED: 11/10/1999 13125 SW Hall Blvd.,Tigard, OR 97223 (503) 639-4171 PARCEL: 1S126DC-04500 SITE ADDRESS: 09575 SW LOCUST S1 SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT: 007 JURISDICTION: TIG REISSUE: FLOOR AREAS _ EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ADD FIRST: 8.060 sf N: 1 HR S: 1 HR E: 1 HR W: 1 HR TYPE OF USE: COM SECOND: 7,969 sf PROJECT OPENINGS? TYPE OF CONST: 5-1 HR 7,969 sf N: S: E: W: OCCUPANCY GRP: R1 TOTAL AREA23,998.00 sf ROOF CONST: A FIRE RET? N OCCUPANCY LOAD: 185 BASEMENT: 2,840 sf AREA SEP. RATED: STOR: 3 HT: 40 ft GARAGE: sf OCCU SEP. RATED: 1 HR BSMT?: Y MEZZ?: N __ REQD SETBACKS REQUIRED FLOOR LOAD: 60 psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET:Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP A7:C:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: Y PARKING: VALUE: $ 1,568,198.00 Remarks: 45 room expansion to an existing motel. -- —� — Owner: Contractor: YIPS MOTOR INNS INC SUPER ONE INC 29757 SW BOONES FERRY RD 10950 SW 5TH WILSONVILLE, OR 97070 STE 1.50 FFAA Wp4N INA L HPlione T643' "j�1970(� (1 Reg #: LSC 000571 �^ FEES REQUIRED INSPECTIONS Type By Date Amount Receipt Mechanical Permit Require Plm/undslb Insp PLCK BON 07/13/1995 $1,337.%0 99-316806 Electrical Permit Required Plumb Top Out Sprinkler Permit Required Framing Insp FIRE BON 07/13/1995 $823.20 99-316806 Fire Alarm Permit Requirec Roof naiing Insp TIFC DST 11/10/1995 $16,501.00 99-319720 Plumbing Permit Requited Insulation Insp TIFM DST 11/10/1995 $6,885.00 99-319720 Foot/Found Insp Shear Wail Insp Struc Steel Insp Gyp Board Insp (additional fees riot listed here) Reinf Steel Insp Susp Ceing Insp Total _ Slab Insp Reinforced concrete final r $33,129.81 _ Masonry Insp A Holts in concrete final repo This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 though OAR 952-001-1987. You may obtain a copy of these rules or direct gytestions to OUNC by calling (503) 246-1987. CPermitee \ Signature: Issued By: Cell 639-4175 by 7 p.m. for an inspection the next business day CITY OF TIGARD Commercial Building Permit Application Recd By' A�b tw 13125 uN HALL BLVD. New Construction and Additionsr' lµ Date Recd 7-13-5 i TIGARD, OR 97223 r� L �J t' uate to P.E. �► l Date to DST (503) 639-4171 t(jl%y Permit#I' I c ?51 Print or Type Related SWR# Incomplete or illegible applications will not be accepted called___ _ Name of DevelopmenUProject Job 1:t .., t` .�y __. Existing Building ❑ New Building Address Street Address B - �l,cv uite 11,$-1�; ,l �� Building Bldg# Clty/State Zip Data Existing Use of Buil ng or Property: Nam- Property \/IL: "5 iXvt"oq-'=r.atJS 1�-- V..)C Owner Mailinn Address Suite Proposed Use of Building or Property: �-vomit�N �.,.z-sY-L=►�� -- � CitylSlate Zip� v Phone --- — No. Of Stories: 1 -- --- -- � E�K7 ,gZ�4s Occupant Na"'e ¢� Occu --� p S . Ft. Of Project: Occupancy Class(es) Contractor Prior to permit Meiling Address -� Suite - Type(s)of Construction issuance a copy of all,censes are required If City/State �i1p Phone Will this project have a Fire Suppression System? expired In C.O T Yes _ _No database �Qct� "k-"k-+00Z;- � Z - 3. ( _ __Americans wit abilities Act ADA - Oregon 1-onst.Cont.Board Lic.# Ex .Date ( ) Valuation X 25% = $ _Participation --___- 15-41q3 2 2oi°� Complete Accessibility Form Name --- A Project $ �`�o 060 -- Architect C'l.i1K¢�s,G (��L� L��sac Valuation - Mailing Address Su'te N<.qp 4W tfl.-41 A Plans Required S?e Matrix for number of s tij-10 eu mit City/State Zip Phone 3 or back L L.c4wr-t? OV- I'll Z 2 3 62r� .'?r>S zS - -- - — --- Engineer Name I hereby acknowledge that I have read this application,that the information �¢�C tGve.e0K-C-v L-tJi. Z.tse . given Is correct,that I am the owner or authorized agent of the owner,and Mailing Address 11 Sulte - that plans submitted are it compliance with Oregon State laws Z 6��6 �E- tJt hK� _ nature ne gent Date Clty/State Zip Phone PtIEA Contact Person Name Phone lone Q [( Indicate type of v ork New a Addition O Demolition O 15,17 9W E'N \J ��)C_ 16 a _7_A_6y Accessory Structure O Foundation Only O Alteration O Repair o Other o _ FOR OFFICE USE ONLY Description of work: VL -- - - - Map/TL# Legg U 1, / t�Ec- ��.1�.rJ "�-�z., t--t s u..�.T L}oT F� 7 00 "5 S n�e.,� �•�2 �5�� Notes: Parks: Estimated#of Employees -- TIF If the above!?gure Is not supplied A the time of application,the city wl11 calculate the fee based upon the number ofparking spaces. Note: Site Work Permit Application must precedo or accompany Building IC-) q0 Permit Application E= L=MNEW.DOC (DST) 5/98 2-7 f` 4 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of BOTH plans AND a COMPLETED appi►„ation. For an electrical submittal, the application must contain the signature of the supervising electrician before plan review will be conducted. After plan review approval, Plans Examiner will contact the applicant to request additional plan sets for distribution purposes. (Copy for Contractor,_City, Washington County, Tualatin Valley Fire & Rescue) Total # of TYPE OF SUBMITTAL Plans KEY: Submitted S (Private) v _ 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) .1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New of Add) 2 New = New Building E (New, Add, or Alt) _ 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building kB or B & M (Alt's T 1 `B & M & P (Alt) 3µ' 'B & M & P & E(Alt) 3 *B & M & P & E & F(A1t) 3 NOTES: 'Shaded areas designate ALT submittals only. I\dsts\fcrms\matrxcom doc 10/30/98 z Z M r r z Z j M, < Z :( S r Ir ,I (r) Ll z so co Ln Q* I-A 0-4 4 rl m r -n m LrI rr tel_ v z Z ;,I TJ (n Nl�, C-) Cl 77: z --4 viz. --4 C rn L.: 1:1t. L s*hz U 1:1 7 t.1 rj August 3, 1999 (Cff OF TfGARD OREGON Charles Nagel and Associates 11580 SW 67th Tigard, OR 97223 RE: Phoenix Inr Building Plan Review 9575 SW Lucust PC#: 7-37c BUP#: 99-00317 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1,098 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: ENERGY COMPLIANCE — —^ xee Building shall comply wish OSSC, Table 13-A. fl. Submit completed Energy Compliance Forms 2a, 3a, 3b, and 5a through 5c from the April 1, 1996 Revisen Oregon Energy Code. FIRE LIFE SAFETY/ACCESSIBILITY , ------__ _ Sheet_#2 Provide details on how you will comply with the exit discharge provisions of OSSC, Section 1006.1. Keep in mind that if you elect to use the exception on 1006.1, you must also consider Chapter 11, Section 1103. Your door schedule indicates doors labeled #18 have a 90 minute rating. My question is why? Exit door#1 exiting from the court yard shall swing in the direction of travel. ( � l OSSC, Section 1003.3.1.5, and be equipped with panic hardware, OSSC, to 1 Section 1007.2.5. There shall be no exterior entrance hardware, allowing re- entry. 4. All rated doors shall be labeled in accordance with OSSC, Section 1004.3.4.3.2.1. 9. Door labeled #5 shall be equipped with panic hardware. OSSC, Section 1007.2.5. 6. The meeting room shall have the maximum occupant load posted. The maximum is 99. OSSC, Section 1007.2.6. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 Phoenix Ina Building Plan Review PCM 7-37c BUM 99-00317 Page#2 Sheet#3 6)t, Provide two handicap accessibie room. OSSC, Table 11 B. cai( In your exit enclosures you are showing an identification symbol diamond in shape with a number assigned. Provide details on the mean;ng of these symbols. Sheet#d &5 1. Provide an area of rescue assistance, complying with OSSC, Section 1107. U f met#10 Prior to final inspection, the roofing contractor shall supply the city with a letter of ` certification, that the roof meets V provisions. OSSC, l able 15-A. Sheet#11 Detail 5/11 (typical). Provide 2 inches of fire blocking for each side of the one- hour occupancy separations. Sheet 11 shows 3 inches. O'3SC, Section 708.22. Detail 3/11 (typical). Provide 2 inches of fire blocking. t#12 1. Detail 3/12—the detail does not comply for a one-hour wall. Use 5/8 x gypaum— sheeting. GA-600-97 Fire Resistance Design Manual GA file WP 8105. ,,Fet#15 Confirm through your mechanical engineer that 50 CFM fans are adequate in design, for the length of the duct. et#S6 1 Provide draft stops in accordance with OSSC, Section 708.3.1.2.2. Provide truss drawings Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, Robert P s;,in, CBO SENIOR PLAN,'$ EXAMINI_,. 1\b1dU%prm9ye\ixip99e 17.doe CITY OF TI GA R D ELECTRICAL PERMIT DEVELOPMENT S'RVICiES PERMIT M ELC1999-00766 13125 SW Hall Blvd., Ticlard, OR 97223 (503) 639-4171 DATE ISSUED: 01/10/2000 SITE ADDRESS: 09575 SW LOCUST ST PARCEL: 1S126DC-04500 SUBDIVISION: LEHMANN ACRE TRACT ZONING: C-P BLOCK: LOT : 007 JURISDICTION: TIG Proiect Description: Electrical for 45 room addition RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 amp: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (70): SERVICE/FEEDER BRANCH CIRCUITS , ADD L. INSPECTIONS 0 - 200 amp: 4 W/SERVICE OR FEEDER: 172 PER INSPECTION: 201 - 400 amp: 7 1st W;O SRVC OR FDR: PER HOUR: 401 - 600 amp: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: PLAN REViEW SECTION 1000+amp/volt: 1 >=4 RES UNITS: >600 VOLT NOMINAL: Reconnect onlv: SVC/FDR>=225 Ah,PS: X CLASS AREA/SPEC OCC: Owner: Contractor: YIPS MOTOR INNS INC CITY ELECTRIC + SUPPLY CO 29757 SW BOONES FERRY RD 8070 SW NIMBUS AVE WILSONVIL.LE, OR 97070 BEAVERTON, OR 97008 Phone: Phone: 641-8012 REy!f: SUP 3592S O R �J IN A LIC 42422 ELE 26-289C FEES _ Required Inspections Type By Date Amount Receipt — - PRMT KJP 01/10/200C $2,1;39.45 00-321041 Ceiling Cover Wall Cover PLCK KJP 01/10/2000 $534.86 00-321041 Underground Ccver 5PCT KJP 01/10/200C $171.16 00-321041 Elect'I Service _ Elect'I Final Total $2,845.47 This Permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable laws All work wili be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuaice,or 9 work is suspended for more than 180 days ATTENTION Oregon law requires you to follow rules adopted by the Oregon Utility Nolfication Center Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0080. You may obtein copies of these rules or ;�ct questions to OUNC at(503) 246-1987 PERMITTEE'S SIGNATOR r� J( �� l ISSUED BY: OWNEff INSTALLATION ONLY The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER'S SIGNATURE: DATE:__ CONTRACTOR INSTALLATION ONLY SIGNATURE OF SUPR. ELEC'N: —�-3 DATE: /zCZ1_ LICENSE NO: - Call 639-4175 by 7:00pm for an Inspection the next business day CITY OF TIGARD Electrical Permit Application Plan Check# 131'25 SW HALL BLVD. Pp Recd By _ TIGARD OR 97223 Date Recd 12 Z ( / Date to P E Z Phone (503)639-4171, x304 Date to DST ' - Inspection (503)639-3175 Print of Type Permit# ,` ( Fax (503) 598 1960 Incomplete or illegible will not be accepted Called_� (p zC ? 1. Job Address: AW I r1VA 4. Complete Fee Schedule Below: Name of Development_ IAIQ Number of InsR2ctions per permit allowed Name(or name of h isiness) 1 Service included: Items Cost Sum Address -� 1 1ji� _�yt= 4a. Residential-per unit City/State/Zip r-3l_E 7_ —_ 1000 so ft or less $ 117 75 4 Each additional 500 sq It or portion thereof $ 26 75 1 Commercial Residenrial ❑ Limited Energy _—_ $ 60.00 Each Manufd Home or Modular 2a. Contractor installation only: Dwelling Service or Feeder $ 72.75 _ _ 2 (Prior to permit issuance,applicants must provide contractor license 4b.Services or Feeders information for C01 data ba 1e)�. Installation,alteration,or relocation CJD Electrical Contractor_ i 200 amps or less $ 64. �l� - 2 Address� u� Aye- _ 201 amps to 400 amps �_ $ 85 50 2 401 amps to 600 amps $ 12850 2 City .(.1 1.* State __Zip 9']t __ 601 amps to 1000 amps _ $ 19250 2 Phone No._SO'} 1641 fK11 Z_ _ over 1000 amps or volts _� $ 363.753.75� 2 Job No _ _ _ Reronnert only _ $ 53 50 2 E!ec Cont. Lice No 26 Exp.Date OI� 4c.T• n •porary Services Feeders YY OR State CCB Reg No _.il 2 Exp.Date VL` Inslallation,alteration,or relocation COT Business Tax or Metro No _ Exp Da, 200 an,ps or less _ $ 5350 2 201 amps to 400 amps $ 80 25 — 2 Signature of Su r. Elec'n 401 amps to 600 amps $ 10000 2 g p - — Over 600 amps to 1000 volts. ��- see"b"above. License No.�r5 Exp Date Phone No. TA. 4d.Branch Circuits -4 ---- --- — New,alteration or extension per panel a)the fee for branch circuits 2b. For owner installations: with purchase of service or feeder fee. /y Print Owner's Name Each branch circuit a~]z $ 5:3 5 g j,V_LL12 Address b)The fee for branch circuits — --- -- — ——— ---- without purchase of service City _—.._----- ..._r-..._ --State—__ Zip— or feeder fee. Phone NoFirst branch circuit $ 37 50 _ — Each additional branch circuit v� $ 1,35 The installation is being made on property I own which is not 4e.Miscellaneous T intended for sale, lease or rent (Service or feeder not included) Each pump or irrigation circle_ $ 42 75 Owner's SignatUIP _ r ach sign or outline lighting — _ $ 42 75 �^ Signal circuit(s)or a limited enr•gy .3. Plan Review section (if required):' panel, lerabon or exten�on $ 60.00 Minor Labels(10) $ 10000 Please check appropriate item and enter fee in section 5B. 4f.Each additional inspection over 4 or more residential units in one structure the allowable In any of the above _Service and feeder 225 amps or more Per inspection _ $ 5000 _ Per hour $ 5000 _ System over 600 volts nominal In Plant $ 5900 ----Classified area or structure containing special occupancy as described in N F C Chapter 5 5. Fees- C} 5a.Enter tota'n'above fees $ 1'� Submit 2 sets of plans with aFplication where any of the auo c:!;.Nry. 8%Surdu,rge(08 X total fees) $ � Not required for temporary construction services. Subfota; $ 5b.Enter 25%of line 6a for i, C NOTICE Plan Review if reaired(Sec 3) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED Subtotal $ IS NOT COMMENCED WITHIN 180 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS ❑ 1 rust Accouni# AT ANY TIME AFTER WORK IS COMMENCED Total balance Due $ I\dsts\rortnslclectric.dnc _- —----- --��.r I�•t{7