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10130 SW NORTH DAKOTA STREET-1 is vio)iva HIHON HAS OSLO L a u a 0 IL cc a Z N M c C r w O � r 10130 SW NORTH DAKOTA ST ,CITE/ OF TIGARD � ELECTRICAL PERMIT T u PERMIT At: FLC2004-00765 DEVELOPMENT SERVICES DATE ISSUED: 1� 2/2004 13125 SW Hall Blvd.,Tigard. OR 97223 (503) 639-4171 PARCEL: 1S135CB.00100 SITE ADDRESS: 10130 SW NORTH DAKOTA ST SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG Project Description: (4)branch circuits for TI. RESIDENTIAL UNIT TEMP SRVC/FEEDERS _ MISCELLANEOUS 1000 SF OR LESS: T 0 - 200 amp: V PUMP/IRRIGATION. EACH ADD'L 500SF: 201 - 400 amp: SIGNIOUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNAL/PANEL: MANF HM/SVC/FOR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICEIFEEDER BRANCH CIRCUITS ADD'L INSPECTIONS 0 • 200 amp: W/SERVICE OR FEEDER: PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FOR: 1 PER HOUR: 401 • 600 amp: EA.ADD'L BRNCH CIRC: 3 IN PLANT: 601 - 1000 amp: _ PLAN REVIEW SECTION 10004 amp/volt: -4 RES UNITS: >600 VOLT NOMINAL: Reconnect only. _ SVCIrUR>=225 AMPS: CLASS AREAISPEC OCC: _ Owner: Contractor: NATIONAL SAFETY COMPANY REESE+ SONS ELECTRIC 17010 SW WEIR RD 16310 SE RHONE BEAVERTON,or '11007 PORTLAND, OR 97236 Phone: Phone: 503-969-2191 Reg#: LIC 49883 -- SUP 1691S FEES _ ELE 26-5060. Description Date Amount Required inspections [ELPRMT] ELC Permit 12/2/2004 $66.80 [TAX(Pin State Surcharge 12/2/2004 "$5.34 Rough-in Fiect't Final 'total :72.14 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 I 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 952-001-0010 through OAR 952-001-0100 You may obtain copies of these rules or 'ect questions to OUNC at(503) 246-6699 1 X00-332-23 CL IX Issue By: permit Signature:- e -P U) O{AiNER INSTALLATION ONLVZ17 _ ^ J The installation is being made on property I own which is not intended for sale, ease, or rent. m OWNER'S SIGNATUPE: _ _ DATE:_ Y „ W '"'1gJATRACTQR INSU41LATION ONLY SIGNATURE OF SUPR. ELEC'N: DATE:._ /____ LICENSE NO: . Call 639-4175 by 7:00pm for an inspection the next business day Electrical Permit A.DDlication City of Tigard R eceived PetmitNa: 'Fz"� •+�� 13125 S W Hall Blvd,Tigard,OR 97223 Phone: 503.639.4171 Fax: 503.598 19hC Other Permit. Inspection Line: 503.639.4175 By t� 0 see Past 2 for Internet: www.ci.tigard.or.us � 1' hod Supplemental Information t Pty IV Fi ttLEW ❑New construction Addition/alteration/replacement Please chcr.k all that apply: ❑Service over 225 amps,comm'l ❑Hazardous location ❑Demolition [3 Other: ❑Service over 320 amps-rating ❑Buildng over 10,000 sq.R., of 1-and 2-family dwellings 4 or mr,-e new residential ❑ 1-and 24amily dwelling Commercial/industrial ❑Accessory building ❑System over 600 volts nominai units in one structure ❑Multi-family ❑Master builder ❑Other: ❑Building over three stones []Feeders,400 amps or more ❑Occupant load over 99 persons ❑Manufactured structures or ❑Egress/lighting plan RV park Job n0.: b site address01 -care facility ❑Other: Submit wQV sets of plans with any of the above. City/State/ZIP: The above ate not applicable to temporary construction s-rvice _ Suite/bldg./apt. 1110.: Project name: oarrtptlaa Cross street/directions to job site: C New residential single-or multi-family dwelling unit. Includes attached garage. 1,000 sq.ft or less 145.15 4 Subdivision: Lot no.: Ea.add'I 500 sq.ft.or portion 33.40 1 Tax map/parcel no.: Limited energy,residential 75.00 2 Limited energy,non-residential 75.00 2 Each manufactured or modular dwelling,service and/or feeder 90.90 2 Services or feeders Installation,alteration,and/or relocation 200 amps or less 80.30 2 201 amps to 400 amps 106.85 2 401 amps to 600 amps 160.60 2 Name: � 601 amps to 1,000 amps 240.60 2 Address: to flu Over 1,000 amps or volts 454.65 2 Reconnect only 66.85 2 City/State/ZIP' _ X0 Temporary services or feeders Installation,alteration,and/or Phone:( ) Fax:( ) relocation 200 amps or less 66.85 1 Owner Installation:This installation is being made on property that I own which is not 201 amps to 400 amps 100.30 2 intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 401 arms to 600 snips 133.75 2 Owner signature: Date: Branch circuits-new,alteration,or extension,per panel A.Fee for branch circuits with service or feeder fee,each 6.65 2 Business name: branch circuit _ B.Fee for branch circuits Contact name: without service or feeder fee, each branch circuit 46.85 �` Address: Each add'1 branch circuit 6.65 �S' 2 City/State/ZIP: Miscellaneous(service or feeder not Included) Q, Pump or irrigatio circle 53.40 2 Phonp:( ) Fax ( ) Sign or outline lighting 53.40 2 HE-mail: Signal circuit(s)or limited- energy panel,alteration,or extension.Describe: Page 2 2 Business name: V– OW Address: t F.ach additional Inspection over allowable In any of the above J — Per inspection 62.50 City/State/ZIP: 36 investigation per hour(1 hr min) 62.50 Phone:( ) _ Fax: ) _ Industrial lant hour 73.75 t... ; CCB Lic.: Electrical Lic.: J�,C Suprv.Lic.: S Subtoal Suprv.Electrician signature,required: tt Plan review(25%of permit fee) State surcharge(8%of permit fee) �� Print name: Wei eco<ae Date:��— —� TOTAL.PERMIT FEE 7A.f Authorized signature: — �— This permit application expires if a permit Is not obtained w:thln 180 days after it has been accepted to compltte Print name: _7Date: �.Fee methodology set by Tri-County Building Ind-etry Service Board Number of inspections per permit allowed i Utuilding\Pamits�ELC.PerrmtApp doc I V03 440-461ST(IOMMOINWEa Electrical Permit Application - City of Tigard Page 2- Supplemental Information LIMITED ENERGY PERMIT FEES: A Fee for all residential systems combined........ $75.00 Check Type of Work Involved: ❑ Audio and Stereo Systems* ❑ Burglar Alarm ❑ Garage Door Opener* ❑ Heating,Ventilation and Air Conditioning System* ❑ Vacuum Systems* ❑ Other: Feefor each commercial system....................... $75.00 (SEE OAR 918-260-260) Check Type of Work Involved: ❑ Audio and Stereo Systems ❑ Boiler Controls ❑ Clock Systems ❑ Data Telecommunication Installation ❑ Fire Alarm Installation ❑ HVAC ❑ Instrumentation IL ❑ Intercom and Paging Systems a N ❑ Landscape Irrigation Control* ❑ Medical W ❑ Nurse Calls J ❑ Outdoor Landscape Lighting* ❑ Protective Signaling ❑ Other Total number of commercial systems: *No licenses are required. Licenses are required for all other installations i.\Buildins\Permiu\6LC-PamitApp doc O4/03 CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 INSPECTION DIVISION Business Lina: (503)639-4171 MUT BUP Received —_ —Date R ue�ste-dd AM PM __._ SUP Location __. �' U 4 e J t�.�1 �' - -�Suite--.—. MEC — Contact Person ��1�'Yl _ Ph(—) ��L PLM Contractor Ph SWR BUILDING TenantlOwner ELC _vo l _ Footing ELC _ Foundation Access: Fig Drain ELR _ Crawl Drain Slab Inspection Notes: UIT Post&Beam — Shear Anchora Ext Sheath/Shear IN Sheath/Shear Framing —— — --- - Insulation Drywall Nailing — — ----- Firewall Fire Sprinkler -- -- -- Rre Alarm Susp'd Ceiling — —' Roof Other: Final PASS PART FAIL ---- -- — -- —�— — PLUMBING — Post&Beam Under Slab - -- - - - — Rough-In Water Service - -- --- Sanitary Sewer Rain Drains — — Catch Basin/Manhole Storm Drain --- -- — Shower Pan Other: Final PASS PART FAIL — MECHANICAL — Post A Beam Rough-In ----- Gas Line d. Smoke Dampers — — -- Final N _ RT FAIL ------- - LECTRICAL _ .j Se ce ® Rough-In -- ------- ------ (7 UG/Slab W Low Voltage _jVlt — _ - — Ra Alarm Fina Reinspection fee of$ __ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd PART FAIL un Please call for reinspection RE: _.—-- _— Unable to Insped-no socks Fire Supply Line ADA Approach/Sidewalk Date O I --"bo '-Lit Other: Final DO NOT REMOVE this Inspection reeord from the . PASS PART FAIL CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639141175 INSPECTION DIVISION Business Line: (503)6391-41'11 MST _ BUP ----- Received ___— _ Date Requested—_ Z 2— — AM PM_ SUP _ Location _.___-1_(�_L _`Z_�� �� Suite—_.. MEG _ Contact Person __—_--_ Ph PLM-2e�e Contractor_ _ Ph( _ SWR BUILDING Tenant/Owner ELC Footing ELC Foundation ACCe.ss: _ Ftg Drain Q ELR Crawl Drain — Slab Inspeckion Notes: SIT Pos1&Beam --�_-_-- _ Shear Anchors ---------- ------_ Ext Sheath/Shaar Int Sheath/Shear ----- ^-- -- - __ —- Framing --------- ----- _.------- - ----_.___...___-._.__-_-__.__ Insulation Drywall Nniling ---------.._..__-- Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Other: - - Final PASS PART FAIL - -- --' PLUMBING Post&Beam Under Slab Rough-In Water Service _ Sanitary Scwer `. Rain Drains Catch Basin/Manhole Storm Drain ---- — Shower Pan Other: LNPI ina A RT FAIL MECHANICAL - Post& Beam Rough-In — - Gas Line t3, Smoke Dampers - R Final ~ PASS PART FAIL ELECTRICAL J Service Rough-In -- UG/Slab W Low Voltage ---- - --- -- ----- --- Fire Alarm Final Reinspection fee of$-_ required before next Ins PASS P.1RT FAIL P Inspection. Pay at City Hell, 13125 SW Hall 131vcf. SITE F] Please call for reinspection RE: -_ Unable to inspect--no access Fire Supply Line ,� i� -�✓'7�/ ADA Approach/Sidewalk Daae -( /� Ext_�- Other: 7 Final -- -� DO NOT REMOVE this InspocUon record from the job Wb. PASS PART FAIL CITY OF TIOARD PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2004-00517 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639-4171 DATE ISSUED: 11/16/2004 SITE ADDRESS: 10130 SW NORTH DAKOTA ST PARCEL: 1S135CB-00100 SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG CLASS OF WORK: ALT GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: CUM WASHING MACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: B FLOOR DRAINS: TRAPS: STORIES: WATER HEATERS: CATCH BASINS: _ FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: 2 URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: 2 TUB/SHOWERS: SEWER LINE: ft WATER CLOSETS: WATER LINE: ft DISHWASHERS: 1 RAIN DRAIN: ft Remarks: Relocating 3 fixtures: 2 sinks and toilet, capping dishwasher and drinking fountain EDU decrease .2. Y FEES Owner: �- � NATIONAL SAFETY COMPANY Description Date Amount— - 17010 SW WEIR RD [PLUMB] Permit Fee 11/16/2004 $72.50 BEAVERTON, OR 97007 [TAX]9%State Surrharl 111161200A $5.80 Total $78.30 Phone: Contractor: CASCADE PLUMBING CO. 2630 N HAYDEN ISLAND DR SP#3 PORTLAND, OR 97217 REQUIRED INSPECTIONS Phone: 503-544-7464 Rough-in Insp Top-outlnsp Reg#: LIC 120893 Final Inspection PI M 34-412PB a 'a t- JI This permit is issued subject to the regulations contained in the Tigard Municipal Cede, State of OR. FD Specialty Codes and all other applicable laws. All work will be done in accordance with approved Wplans. This permit will expire if work is not started within. 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notifica+' •i Center. Those rules are set forth in OAR 952-0001-0010 through OAR 952-0001-01L (ou may obtain copies of these rules or direct questions to OUNC by calling (503) 246-6699. Issued By: Perrnfttee Signature: Call (503)639-4175 by 7:00 P.M.for an Inspection needed the next business day ee Cir ADO cvwm . �� + ft -off 19t25 sw 11aI1 B .,rprd.OR 912Y3 aces rar �r les: rhant_ W3jUV-atn t� SW-S".1960 Dower. u-Hew 16-P "o^tic SM.4".4175 Doe Rmomr. w ■o rows be fat==es annv.d.tiprd�ar.uf rwre.rs�r.r.r: WT wtrbawaa Q New asoaaatyttt FE en FR «rrr _ Taal I$Aedidmftb=d dkVbrxwm Ne.r 1-sib�P(iaok+6u l0Q n.Arr cads edit V eoatoeaoe) D 1-a�?ribmlily itarewa6 SFR(Z)beds - 339AD Q/tooesorp be06htL edly SFR(31)U* 79 w 47.00p r�boud w — r 2 ;' '�� r� a1►eamllOes Jab sera a Mrs v, C' Comb baser ar�iaii Drya,4,hmb re,e or est el drain 1660 SaitdhWp hgtt-oo= lrojeec moan Foollas drain(No.tirear R -�) _ Per 2 - --�-� Memulwoorallmmudlhas IIoAo (srss sateetMinaeOasr to jnb tilt J 16.60 ��_ r.f MwrMakn Rain draie Connerm 16 it sear A.: ���— _ Scare+resra(no.litteer d.:—_j 2 Sub�irisim: ---- wares o w-Aae(no.Blew A.: ---- ----- rhftrr M Iwt Tat aopfoo"oo: Y. --- — 16" .+ r' Absarplieu relee Y �=: ,{ti;'`�', = g.dldl.,,,ore.a,e� raps _ • G� BtlCkwetlNW[ _^ 16.6o CWdwA wubcr I6.f0 WtrlNeia 16-60 i� _ `�jGV- o' 2 '} -.=}. •i. - 16.40 Fj*mmae Wmk 16.60 Addree U 13 C� _ FlftarnyewaCop 15.60 c;trrst.mr _ 2k Piartr dnAbNJww aiddeeb 1660 - oorteOrdNvasal -66.60 Pbooc - !�}'` '_j_ 0 Fa:( ] - Nose bib 16.60 Ma �¢e�,� ,.•c, i 660 ty[atiptis amtc--S►{ (1 A 11�= �} ry+q yWWVsse eaR - i 6.Q0 ca fta ounce �_ p -�` _ Medied pa(Qatar! ) 2 i'tttart t6.40 Address 2� X41 RodGNM(sot WWWW) 2-17dlnldbe;,,fla,aterp t6 60 tit(may) F—;(50 ) C TaU/sltoaKtlsltowcrPcer' 16 6A 8arpt Mol -tb.bo .40 Clem _ F wracr herr Ito 07 0dw. (7 Addt�s, �� Sub"I LU (5ty/5ratdZQ' r ��\� -' Wratk/bc "0 p�( ] Frac( t - Residl�IbWCRownisldtw}ensiltk. f7 - CCa Lie.• Aamb1�Lim Am:- _! Ma review(3311 et Oc t Ebel srde todwr(Pll a('etlttit Aas r�nmre, -�� TorA><paRMrr F� 3a Prim maw. i >ra)']J r L1>n i Cr T°" 11 Trla s«rte r opu;ii ea eo K. i..ee.benle.s+ rto — rw�na.ner•ba:be■t.earae..++.wrtare. "Fee rne0w6otatpF set by 7,9-Coa ay Auil611y lniestry St'nrlea Baer• Ism .re r61R1tetRfCOMn»La) l -d - - 969969REOG -oO 9ulgwnld epeoseO e12 =01 *0 al now Accumulative Sewn Tally Parcol# �L�I fit` rt Quit "e:E-wl 4 itil-" ti's This SWR/ 45ite'Addfess:-+10130 SW NorthVakote '` ,4.1- This Pl-MIG PLM2i)0�=OOS'IT = Fbdure Value Previous Previous Credits Capped Fixture Fixture New New # value capped off value added added total total count off 08 count # value #S values Baptisery/Font 4 0 0 0 0 0 Hath-Tub/Shower 4 0 0 0 0 0 -Jacuzzi/Whirlpool 4 0MAM 0 .'. 0 0 0 0 Car Wash Each Stall 6 0 _ 0 , ` 0 0 0 -Drive through 16 0 iM. 0 '•`, 0 0 0 Cuspidor/Water Aspirator 1 0 0 �' 0 0 0 Dishwasher-Commercial 4 0 0 0 0 0 Domestic 2 0 1 2_T r��" �_ 0 -1 -2 Drinking Fountain 1 0 11 0 -1 -1 Wash 1 0 _—0 0 — 0 —0 EyeFloor Drain/Sink -2 inch 2 _ " '; 0 .' ;' 0 0 0 0 3 inch 5 ai iw 0 1Z 0 0 0 O -4 inch 6 ', 0 0 O 0 0 _ -Car Wash Dr 6 0 0 0 0 0 Garbage Disposal -Domestic to 3/4 HP — ,16 0 _ 0 _ 0 0 0 -Commercial(lo 5 HP 32 0 _0_ , 0 0 0 Industrial(over 5 HP) 42 0 0 T 0 0 O Ice Machine/Refrigerator Drain 1 00 0 d 0 Oil (Gas Station) 6 0 0 0 0 0 Rec.Vehicle Dump station 16 0 0 0 C P Shower •Gang(per head �1 0 _ 0 0 0 0 Stall 2 0 _0_ _ 0 0 0_ Sink-BarA-avator�r _ 2� 0 �M 0 0 0 0 Bradley 5 0 0� 0 1 0 0 -Commercial _ 3_ O 0 0 0 0 _ -Service _ 3 0 0 _ 0 O 0 Swimming Pool Filter _1 0 0_ 0 0 0 Washer-Clothes 6 0 0 0 0 0 Water Extractor 6 0 0 0 0 O Water Closet- Toilet �6 0 �0 0 0 0 Urinal 6 0 0_ _ _ 0 0 O W Previous EDU Count 0 0 Capped EDU Credit 0 _ TOTALS I 1 Q 1 0 2 3 0 Q 1 -2 1 -3 m Current Fixture Value_-3 _ divided by 16= -0.2 Current EDU 1 EDU= $ 2,500 Previous Fixture Value 0 _ divided by 16= 0.0 Previous EDU Change -3 _ divided by 16= -0.2 over (under) $ (500.00) Enter EAU Change Here_ -0.2 Notes: ---��__— Signatures / � Date: _ Bulldinp Division ote: The property owner shall retain the ORIGINAL sewer tvily,record. If credits exist,this document will serve as a voud!er Ich must be submitted to the City of Tigard Building Divisicn to redeem credits towards future s r�stem develupment_cheryes� f:lBuWfing\Sewer TMIy%SewerTMlySheM.xda 7/1104 CITY OF TIGARD BUILDING PERMIT PERMIT d: BUP2004-00548 DEVELOPMENT SERVICES DATE ISSUED: 11/19/2004 13125 SW Hall Blvd.. 71gard. OR 97223 (503)639-4171 PARCEL: 1S135CB-00100 SITE ADDRESS: 10130 SW NORTH DAKOTA ST SUBDIVISION: ZONING: I-P BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS_ EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ALT FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: SR2 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 28 BASEMENT: sf AREA SEP. RATED: STOR: HT: K GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS _ REQUIRED_ FLOOR LOAD: psf LEFT: ft RGHT: �ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 19,000.00 Remarks: TI, new offias and exterior retaining wall. Owner: Contractor: NATIONAL SAFETY�OMPANY SUMMIT CONSTRUCTION 17010 SW WEIR RD PO BOX 10345 BEAVERTON, OR 97007 PORTLAND, OR 977.10 Phone: Phone: 223-9703 Reg#: MET gg030��0440gg3246 FEES LIC RFQUfRFD INSPECTIONS Description Date Amount Mechanical Permit Require BUILD] Permit Fee 11/19/2004 $225.70 Electrical Permit Required [TAX]84%State Surchary 11/19/2000 9,18.06 Plumbing Permit Required Foot/Found Insp [BUPPLN] Pin Rv 11/19/2004 $146.71 Framing Insp FLS] FLS Pin Rv 11/19/2004 $90.28 Gyp Board Insp Total $480.75 I Final Inspection L a This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes N and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law J requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by J calling(5 46-�S99,or 1-800-332- Is3UR By: 1 Permittee Signature: C 116 9 1 5 by 7 p.m.for an Inspection the next business day � '" ' is tL�'� Building Permit Application �3 - pec on equest: SO - 6-3699 �utc 3�U-12.}lill�hnrn n[� � www.co.washington.2r.0 °Rr fiZrTt]�fwal: Project # Permit# .pQ�' 'r1� TYPE OF WORK REQUIRED DATA.1l-AND Z-FAIMIt Y �.N ❑New construction — ❑Demolition _ Permit fees*are basal on the value of the work performed. ---- -- Indicate the value(rounded to the nearest dollar)of all Addition/alteration/r'placement ❑Other: equipment,materials,laNm overhead,and the profit for the CATEGORY OF CON$TItUCT%* r.' .i� [a�r� work indicated on this applies ion. - Valuation ❑ I-and 2-family dwelling - --- 'ommercial/industrial ❑ Number.of bedrooms: Accessory building ❑Multi-family — []Master builder - Numt er of bathrooms: - ❑Other: Total number of floors: New dwelling area: square feet Job site address: Garage/carport area: square feet city/State/zip: 11(ake-pr C> - - I - Covered porch area: square feet Soite/bldg./apt.no.: Project name: ( -- Cross street/directions to job site: l�ly Deck area: square tett Other structure area: square feet -- ---- Permit fees*are based on the value of the work performed. Plan No. Reissue: Yes[ ] No [ ] Indicate the value(rounded to the nearest dollar)of all Subdivision Lot no.: equipment,materials,labor,overhead,and the profit for the work indicated on this application. Tax _ Tax map/parcel no.: - Valuation !Z Qvtj _- DIN 0111111"M OF Existing building area: - !.quare feet CFT716F APA R=-SMW�A_-!_A04 04��- New building area: square feet ; O [� ,� et�(�� Number of stories: 1`�- Type of construction: -- _ Occupancy groups: - 0 PROPERTY OW140 0 TENANT --- --- Existing: --- ------- - Name: 1�6 a{Z�C 'T1 New: - - - -- Address: - -- _ __ NOTICE - -- ---- - Ci /State/ZIP�MAED Fax:(_ -- ) licensed with the Oregon and may beConstruction t Con required to be ty11 All contractors and subcontractors are Phone ( Contractors Board y req o be licensed in the (CANT CJ eOIMTACT PIER$oN jurisdiction in which work is being performed.If the -- ----- --- - - - - - applicant is exempt from licensing,the following reasons Business name: DWIEL apply: Contact name: tlyE*:xN a - 4• Address: a N City/Statetzip: !3'—TZ&9 ----- C Phone: ) 2 Fax::(spoj 2 Please refer tofee schedule F,-mail: Fees due upon application $ m - Amount received S W Business name: r(I O I M�=' -_-_ -_ Date received: Address: � x (C"345 City/State/ZIP: This permit application expires �-- aT�--�Zq& - - If a permit is not obtained within 180(lays Phone:(� 223-9?�> Fax j) Z9-2'-38A L --- - after it has been accepted as complete CCB lic.: ° Fee methodology set by Tri-County 13jilding Authorized Industry Service Board signature: Crint name /., �Datt Q 440-4613T(7A13/COMMEB) Q -Top (rte+,. ?Soo i S (W Au.) 3ewrr- t — G' � �' y,t•e Iii/�..tao. ._ _. .-•- --• -�- 3, (MI^l O (oo,000 fu l j � var-s C'. 12n �• of 7� '5AcK F ALL • 10 rTt:A 3-� AT N - x#10 - 2 � z X11 4 cz �e4 - C�•rM CL w MF OA j 1 ©6�^ W NP N R. a j I ^sY��i-�� � IpAJ f.NKByDATE Consulting Lngheers —� -' ^ -_1-1 _.__ JOB.c�1, L�1 503-968-9994 p 509-968-8444f __ __-- SMT '— O ■ ■ ■■■■■■t■■pu■■■t�■�n■■M■t■/■'u■�■.M tMitiMt.Mt■t■■■tt�■tiS■■"M Monsoon t■■tM■■�M�'■ir.�i^■i■NI' ■t ■M'�S■■MMMMM■M■aMMEtEMw■■■M■'■it■iE■ONE on i■■■wi■■ ■ No 0 mmmommumn /■t■i ■■■■ ■■ ■CoMEM / aiiim ■M■■ ■uOwn � ■■■ �ot■ Montt■■ mons Ml / "moommMiiii MOME■EM■ EME ■■ A■ ■ EEME ■ � ■■■M■■i■w■■p somommomm ■M ■M ■■ C■■M■■wt■ aneM■■ /■ /■MM■M■■i■■■■■ ■ ■ ■■E■■t■E■■■■■■ow ■�' MSw■S■n ■■E®■■■ i■ ■■E■o■■mso ■MSMSEt/SMMES■MESS■w■S■ ■iiiiriimoni mo'iin"iii■" - . . Mau 'OE no som::::_ E■u■Et/■■n�rtMs■wuiMtMNtSttntEMIME ■■Mnp■■■■tt■S■■■■■M■■tt SnmoM■■■n■a■M■Mu■M■■MM■M■Mqt.N�■■■■■r■ III■M■Ma■.M■.EnSM■■■M■ ■M■MMMEMStE■■ "" � ''i'' oomu ' oB ■ i ■t ■■■■ No MEN ' ■EMMEM■E � /=■ ■C �■ M ■■E■■■ III SOON ■ Eo■E■E■M ■■ tt■■■■ ME■i ■EEM■ MEMBRANE E■t�Mns■E■ �■ ■MonM■■E■ ■M■■tt■■MMMEM■iMMM =� ■ ' M'MEMO MEN slow�s■slow ■M■■ ■MiN . 1 ■o Me so — ■mom ■■M/ ■t iiiMEMOi mom nom■//■■t■■■/E , r , ME�t■■EE■rENON■ ■■■■E■unu """■■a memo ■ ■u■SM/■ ■S�■':i ■■E■ man III ME mom h � • � \ U ---- - - . . r . ._ Hayden Consulting E.rgineers Title: Ewing Irrigation Job A 4101 8255 SW Hunziker,Ste 100 09W: DRH Dabs: 9:28AM, 19 NOV 04 Tigard,OR 97223 Description Scope: Code Ref:ACA 3184112, 1997 UBC,2003113C,2003 NEPA 5000 RW. 5e00001 sea UnrKwde05 ,Vrr580.1-0ro-2om Cantilevered Retaining Wall Design 1'+D' (W0*3�=1_.E�:engw*wr.r_-Nw * HOr.war:ColaAMl�rr Descriptir`n 4 foot ramp wall Criteria ` Soil Data rooting Strengths&Dimensions o�w...e r�rr��ra�r,-��aaaaaa�� a�aa�sw Retained Height - 4.00 ft Allow Soil Bearing 1,500.0 psf fc = 3,000 pal Fy 60,000 pal Wall height above soil 0.00 ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Slope Behind Wall a Heel Act"Pressure = 35.0 psVft Toe Width = 000 ft pe 0.00: 1 Toe AcOve Pressure 0.0 pr,UR = Height of Soil over Toe 0.00 in Passive Pressure 2.50. an Hod Width - 3.75 He � 0 p Total Footing Width - - 3.75 Soil Density = 110.00 pcf Water height over heel 0.0 ft Footing Thickness 12.00 in FootingllSoil Friction 0 0.360 Wird on Stem = 0.0 psf Soil hek*sf to ignoreKey Width = 12.U0 in ?or passive pressure = 0.00 In Key Depth 0.00 in Key Distance foam Toe = 0.00 R Cover Q Top a 3.00 In Btm.- 3.00 in Surcharge Loads ■ Surcharge Over Henl 0 250.0 PSI Surcharge Ow Toe 0 0 psf rsris r�ss� Used To Resist SWIng 8 Cvertuming Used for amp&Overturning jDesign summary Stem Constructlon C roe steirr �ess�araairw ssres�stseea Skr OK .......�__.... .... . . Total Bearing Load = 3,199 lbs Design hoilpht ft= L 00 resultant ecc. a 5.18 in Wall Material Above"Fit" = Conere;e 4 Soil Pressure 3 f OK Thickness = 8.00�Toe 1,44 � Rehar Siza a S! 4 Soil Preseure Q Heel = 253 psf OK Rebar Spacing - 16.00 Allowable 1,500 psf Rebar Placed at Center Soil Pressure Less Than Allowable Desinn Dai ACI Factored Q Toe 1.943 psf fbh el+fa/Fa - 0.695 ACI Factored Q Heel = 365 psf Total Force Q Section lbs= 1,016.9 Footing Shear Q Toe = 0.0 psi OK Moment-Acbsai R#= 1,718.5 Footing Shear Q Heel = 39-8 pal OK Moment-Alliuwable 2,580.5 Allowable - 93.1 psi Shear.....Actual psi 21.2 Wall Stability Raflw Overturning 3.68 OK Shear.....Allowstrle psi 85.0 = Sliding = 1.53 Nentcal Co BarDe p ABOVE HL in- 16-72 Sliding r,alcs (Vertical Component Used) Bar LapMook BELOW W.In- 6.00 Lateral Sliding Fetus 835.2 bs Wall Weight 0 08.7 less 100%Passive Force= - 125.0 lbs Rebar Depth 'd' In■ 4.00 les+ 100%Friction Force= - 1,151.5 lbs Masonry Dab :... .._. Add-ad Force Req'd - 0.0 be OK frn PN Fs pal ....for 1.5:1 StablBty w 0.0 les OK Solid Grouting Fnotln Design Resultsie�j Special Inspection = Modular Ratlo'n' a IQ2_ _Una,_ Short Term Factor = Factored Pressure 1,943 355 psf EquAv.Solid Thick. Mu':Upward = 0 0 ft-# Masonry Block Type Normal Weight Mu':Downward = 0 0 ft-0 Concretes Dabs i Mu: Design = 0 1.716 ft-* fc psi 2,500.0 Actual 1-Wny Shear - 0.00 39.85 pal Fy psi= 60,000.0 1 Allow 1-Way Shear = 0.00 93.11 psi adw ACc"Mi le BAxes A Spacings • Tor:Reinforcing = None Speed Toe: Not reld,Mu<S•Fr Heel Reinfordng - None Speed Heel:Not req'd,Mu<S•Fr jKey Reinforcirg = None Spec'd Key: Not req'd,Mu<S'Fr I 1 I 1 Hayden ComuMng Engkwers TM*: Ewing Inlgaticn Job 0 4101 MS SW Hunzikor,Ste 100 a'tMr. DRH tletw. 9:28AM, 1914OV 04 Tigard, OR 97223 Description Scope: God*FW.AC4 318.02.1997 LBC.2001 BIC.2003 PWFPA 8000 Lr..Kr�0-� 4o 6&G.+ .c.20M Cantilevered Retaining Wall Design P'4° 2 (eiIQ8X- 3 ENF1rCJ.LC f qWM 'q 6a1k� �107.�wrOralraA�lltrr Description 4 foot ramp wall Summary of OveRumling i Resisting Forces&Momerds - FoiwoVMCLU MM'"0 .Moment Fonts Distance Mom*nt Ibam tbs It ft4 bv& R ft e Heel Active Pressure - 835.2 2.06 1,723.5 Soil Over Heel - 1.358.7 2.21 2.9%.0 To*Active Pressure n Slop*d SW Over Hee4 a Sundraps Over Toe = Surdnrlre Over Heel a 770.8 221 1.702.3 Adjacent Footing Load = Adjacent Footing Load ■ Added Lateral Load 2 Axial Dead Load on Stem= 0.00 Load®Siem Above Sol- Scil Over Too = Saism�rlo*d = barge Over Too _ 8tom Weight(s) 388.7 0.33 128.9 Total a 835.2 O.T.M. _1,723.5 Earth Q Stem Transitions s ReahtlnpN)v*rhwning Ratio 9. 3.88 1F[000ftey �Wle�ight � 582.5 1.88 1,064.7 lka V*rsl loads used for Sol F�ressr*e� �,19A.6 be Vert.Component 121.9 3.75 457.3 Vertkal component of active pressure used for.loll pressure Total a 3,198.6 69 R.M.w 8,339.0 IL ac t~ aT C7 W 8.0woski Coro Md M 16.in ac - 04r • —� 1'-0r Da�iprrK�MrY �•� A horlL ndn1. W-P a a� rn W J ti ....- ... .. .... ..... ....�.��.. �..r..... ...-- ..-- - r . . r.. . Hayden Scm9ulting Engineers Title:Ewing Irrigation Jobs 4101 8255 SW Hunxiker,Ste 100 DWnr DRH Dab: 9:27AM, 19 NOV 04 Tigard,OR 97223 Dowilption Scope: Code Ret:AU 319-02,1997 6W--,2003 IBC,21]03 NEPA 5000 w r&"3.VW56.U.1,»0.�, Cantilevered Retaining Miall Design Pop ' (')1957-203 F.HERC-AL.0 Erq:n Ov 901w 110t.M,r.C�ls 1/ Description 2.5 foot ramp v✓ali Criteria - Solt Data I Footing Strengths a Dknensions . FW,tlned Height 2.SO R Allow SoN Bearing 1,50n.0 psf ft 3.000 pal FY . 80.000 psi WsN height above soil O.OD R Equivalent Fluid Pressum Method Min.As% Q 0.0014 Hrel Active Prrrsure 35.0 psfAt Toe Width 0.00 R Slope Behind Wall 0.00: 1 Top,Active rressum 0.0 ps//R Heel Height of SW over Toe 0.00 in Passive'-ressure 250.0 pepR Total F�oting Width 375 Soil Density 110.00 pcf Water height over heel R 0.0 R Footing Thlderees ` 12.00 in FootingllSoil Friction -• 0.360 Wind on Stem R 0.0 psf Sail height to ignore Key Width ; 12.00 in Key Depth 0.00 in for passive pressum = 0.00 M Key Distance from Toe 0.00 R Cover @ Tap - 3.00 in •titan.` 3.00 in Sumhit'gs Lo�do ` Surcharge Over Heel - 250.0 psf Surcharge Over Toe 0.0 psf Used To Resist Slidinq <Overturning Used for Sliding&Overturning �esign Summary - Stem Constriction ` Top � Slam OK _ Total Bearing load 1,808 Bas Deei011 Ilel011t R` 0.00 ...resultant eoc. = 3.60 In Well L Aerial Above Sir - Concrete Soil Pressure @ Toe ` 1,088 psf OK �a�� L 06'04 Soft Pressure aHeel! 227 psf OK "' Lir Spacing ` 16.00 Allowable ''SW Psf Reber Placed at - Center Soil Pressure Lacs Than Allowable Dmlyn lata - - ACI Factored Q Toe = 1,472 psf fbiF13+fa/Fa = 0.7=4 ACI Factored Q Heel 307 psf Total Force C Section lbs= 524.0 Footing Shear®Toe - 0.0 psi OK Mornent_../lctual R.#a 677.6 Footing Shear Q Heel v 21.6 psi OK IiMoment....Amowsble 2,580.5 Allowable - 99.1 psi Shear.....Actual psi 10.9 Wall Stability Ratios Shear.....Allowable psi= 85.0 Overtuming = 3.64 OK Sliding _ 1.57(Vertical Co Bar Develop ABOVE HL in= 18.72 slldhg Calics (Vertical Component Used) Bar Laphiook BELOW HL In 6.00 Lateral Sliding Force 492.8 lbs WAN Weight ` 98.7 less 100%Passive Force■ - 126.0 Ibs Rebar Depth 'd' in 4.00 less 100%Friction Force- - 650.6 lbs Masonry Data psi_ - Added Force Req'd = 0.0 lbs OK Fs psi ....for 1.5:1 Stobft = 0.0 to OK Sold GrosRklg Footing Design Resulb -- Special Inspection = Modular Ratlo'n' in How Term Factor ` Factored Pressure = 1,472 307 psf Equiv.Solid Thick. Mu':Upward 0 0 R-E Masonry Blm*Type=Normal WeigM Mu':Downward s 0 0R# Concrete Data id. Mu: Design s 0 576R-* rc pal2,500.0 Actual 1-Way Shear 0.00 21.83 psi Fy psi- 60,000.0 a Allow 1-Way Shear = 0.00 93.11 psi pp1e, Aec�pdhNe 8das i Spadeps N Toe Reinforcing ` Norm Speed Toa: Not req'd,Mu<S•Fr Heel Reinforcing - None Speed Heel:Not req'd,Mu<S-Fr Key Reinforcing - None Speed Key: Not rsq'd,Mu<S'Fr _m W ._1 .. . . . r- . . Hirpden Consulting Englrwrm TO@: Ewkg Irctgation Job 8 4101 8255 SW Hunzilter,Str_ 100 �paDR : DaW. 9:27AM. 19 NOV 04 Tigard,OR 9722 scope.: Code Rat.ACI 318412,1997 UBC,2003180.2t>03 NFPA 5" W KWOOOS,W,Vw560,1-0.a?OOl Cantilevered Retaining Wall Design Page 2 te►+oso-aooa r:r+Eacxc Engrn..dnp saM.r. .NO,..n....r layww Description 2.5 foot ramp wall S.�_ary oma/O: ufl_1M1�i INdn� 8�FAOM. ��■ Force Olstancs Moment Force obtsnoe Moment Own Heel/fictive Pressure - 492.8 1.50 737.3 Soil Over 11001 - 572.9 1.71 978.7 Toe Active Pressure Sloped Soli Over Heel = Surdwrge Over Toe Surcharge Over Haat 620.8 1.71 889.8 Adjacent Footing Load Adjacent Footing Load = Added Lateral Load Axial Dead Load on Stem= 0.00 Load®Stem Above Sols Still Over Toe Seiernktowd - Surd= Over Tne -_- --.---. Stem Weigme) 241.7 0.83 80.6 Total 492.8 O.T.M. - 737.3 Earth Q Stem Transitions ResistingfOverturnkV?wtlo 3.61 Footing Weight a 412.5 1.38 567.2 Vertical Loads used for Sol Pressure 1,807.7 be Key WwW S 0.50 Vert.Cor ponent ■ 59.7 2.T3 164.3 Vertical component of active pressure used for soil pressure Tot■ 1,807.7 bs R.M.■ 2.680.5 a m t� w 8.00005in Cont w/04 Q 18.ki o/c x-V r-r 3- Designer saNKA OW.ki aN horst.reW. - —— — t oW 2'_g^ 4 N w J CITY OF TIGARD 24-Hour BUILDING Inspection Unez (503)634 75 MST _ INSPECTION DIVISION Business Line: Received Date R nested - AM. PM SUP Location D ' �. uRe_ — MEC Contact Person _ _ Ph( ) PLM Contractor_ ___�__ _ Ph(. ) Z 3 - 5762 SWR BUILDING Tenant/Owner . —L�, _ ELC Footing ELC Foundation , CCA88: Ftg Drain �' G'�'w ELR Crawl Drain _ $� slab Inspection Notes: — b —X0612— --- — Post$Beam _ Shear Anchors Fxt Sheath/Shear _ Int Sheath/Shear Framing V Insulation Drywall Nailing -- Firewall Fire Sprinkler -- Fire Alarm Susp'd Ceiling —"-"'-- Roof Other: _ S PART FAIL — PLUMBING Post&Beam Under Slab ---- Rough-In • Water Service — - Sanitary Sewer Rain Drains — Catch Basin/Manhole Storm Drain — Shower Pan Other: Final _ PASS PART FAIL MECHANICAL _ — Post&Beam Rough-In - tZ Gas Liiic p� Smoke Dampers ----- Final CA CAPASS PART FAIL ELECTRICAL J Service — m Rough-In L^ UG/Slab W-► low Voltage --- Fire Alarm Final Reinspection fee of$ __required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE Please call tot reinspection RE:____ __ Unable to Inspect no access Fire Supply line / �--- ADA I / �r� Approach/Sidewalk ---- Other: Final DO NOT REMOVE this Inspection mord from the job sib. PASS PART FAIL Y I lop Fm" LOM rn m O Or p O iE O rn r rn IL ac 0 - O IRRIGATI01 1 � � m 5W N DAKOTA CARD, OREGON ��► 1 [ ff r:i li. e► 1 GENERAL NOTES .;E:iE PLANS FOR TEN.4n,T MfIRU✓EMENT ON-Y. 2 THE PROJECT DOCUMENTS ARE OF LIMITED SCOPE cCC PREPARED BY THE pRGWITEGT AT THE OuNER$ REQUEST r 1 1►-11N TO EP PROJECT MINIMUM IAN E INE6WITP4 FOR CONSTRUCTION OF �lNli"its"1 STANDARD I y THE PROJECT IN COMPLIANCE WR:+ THE A1~'PL!GADLE _ _ GOVERNING BUILDING CODES AND REG�d ATIONS. U"EQE r- MATER'ALb. A66E!MBL.!E5, EQUIPMENT, FixTURE6. AtVD SINGLE -L� !SABLcD PER50N - RE SPON9 BSL'TYOOF T�GENERAL CONTRACTOR TO CALLY, IT 15 T� P A 1CT�►�1 vG .Ci'�H i� 01L>`� v // � OF ' v� DETERMINE SPECIFIC LOCATIONS, PROVIDE _SPECIFIC IIT 6F 1w i _ \\ MATERIALS AND DETERMINE CCJNSTRUCTIOIr DETAILING, I� • I OCGUP, I% / `\ ALL IN COMPLIANCE WITH APPLICABLE B041LOING CODES, BOTTOr- C.DGE REGULATIONS, AND INDUSTRY STANDARDS FOR MATERIA-16 + � OF SIGN , W' — —___ - -- AND METHODS OF INSTALLATION. :T 19 TWE GONTRAC-TOR'tl I +�•y�• 61GN OR 20-65 �• RESPONSIB':LITY TO A66URE THAT. ALL CONSTRUCTION 16 IN mm , �- � `\ I Lim Gc7 PN.IANGE W!tH APPLICABLE CODE'6 AND REGULA!ION6. I 3 '-E GE'NERA._ :^\TRACTOR RE54'�NS B-F FOR ALL v4116ccrar �-81[rN OR 20 b✓ -_- \\\\ Q Y. M_4N5 MFTHOpg. TEG:M1GiJE5 .vv 6E±a1ENGE5 OF ONE ACGE6S'BLE PARK'NG SPACE Mu6' � � a26 yF i 104; CON51RUCTION INCLUDING JOB SITE SAFETY TWE BE DE61GNATED VAN - ACCESSIBLE • OCGuP_ �i ARCHITECT HAS NO RE_SPONS!BI!.!TY FOR THE MEANS, A� METHODS, TECHNIQUES OR SEQUENCES OF CONSTRUCTION PR0V'DE ACCE5515LE PARKING �. ob- NCLUDING JOB SITE 6AFET♦ S'GN PPQ o55C 5ECT[ON uOal i , '� ----•___-_�`I k r- (I I I I - a THi UK7RIC UNDER THIS CONTRACT/FROJEGT IS TO INCLUDE � ALL THE L VBOR. ?,1ATERIALS. TRAN3PORTATION EQUIPMENT. AND SERVICE5 NECE85ARY FOR AND REA6ONABL.T - �I I I S - INCIDENTAL TO THE COMPLET!ON OF ALL CONSTRUCTION --- WORK IN CONlNEGT!O*q WITH THE DOCUMENTS. !(✓/� I ' 1 PAIN 1- 5. APPLICABLE CODES ON MATERIALS AND S+•+A�L CONFORM TO THE UNIFORM 5w;LDING CODE AND A�L'CA@LE STATE AND FEDERAL SAFETY ORDERS, AL.. Tye • 1 1 REFERENCES TO CODES, SPECIFICATION6, AND STANDARDS a (/� I 1 5.+,4L� 'IE-AN AND ARE INTENDED TO BE THE LATEST EDFTION AtMENDMENT ANO,OR REVISION OF SUCH REFERENCE STANDAR IN EFFECT. _-- rya-- �� if X4* i. EACH 6U5-CONTRACTOR (OR THE CsENERAL CONTRACTOR r Il�4EN HE i6 F'ERF013'1iNG SPECIFIC PORTIONS OF THE UJOIWU 16 CON61GERED A SPECIAL;gT IN HIS RESPECTIVE r•, ' FIELD AND SHALL, PRIOR TO PERFORNl..N10E OF UIOIQIC. � I ( J �`----- NOTIFY THE GENERAL GON1 RACTOR AND ARCHITECt OF 24' MIN J I --J, 75 ANY WORK CALLED OUT ON T.•IE DQ.»UJING9 IN H19 TRADE ` ( ------- � TWAT CANNOT BE FULLY GUARANTEED OR THAT DOES NOT �------r�--- �I• � � �__ - MEET CURRENT LOCAL BUILDING CODES. \ l / 1. THE CONTRACTOR SHALL VERIF=Y AND CONFIRM ALL PAVEMENT 6TE*1G+L WI-)ITE DIMENSIONS AND CONDITIONS SWOUN OR IMPLIED ON THE BLUE BACKGROUND AND DRAWIWaS AND SPECIFICATIONS AS WELL A9 TWE B;_UE PANTED CuRB OPTIONAL I �N p PHYg;CAL• CONDITICN5 OF THE S'TE NOTIFY THE -� ARCHITECT of DISCREPANCIES PRIOR TO START [1F W�oRlc _..NDICAP PARKING I k 8 DIMENSIONS ARE f FROr"+ FACE OF STUD AND/OR CONCRETE OR (,F INDICATED)FROM CENTERLINE OF STUD. ONLY t 01MENSIO.46 MARKED 'CLEAR' ARE rROM FACE Or- FIM16+, I MATERIAL, NEW RETAINING WALL 9. PATCH AND REPAIR ALL EX15TING WORK DAMAGED BY IN 53? 5F 100 (� r NEW WIOIRK TO E,clgT!r.K, GOniD!TION OR NEW GOND'TION WHICHEVER 16 APPROPRIATE. + 'M W. EACH SUB-CONTRACTOR MJ3T REFER TO D.AGRAMIMAtIC �2 12' I 0- -RELOCATED l' / F.y PLANS AND SECTIONS AND M;15T COORDINATE THE'R WOW, I r+r MM I I CATCH 15A61N WITH ALL TRADES TO AVOID CONFLICTS DOOR HARDWARE $HALL MEET TOE REQUIREMENTS OF 065C SEC. !0043 AND SHALL BE EITHER A LEVER OR � � PANIC Pc REQUIRING ONLY A SINGLE MOT'ON TO OPEN I �I I \ I I..-. CI Q� r KEY-LOCKING WAROWARE MAY BE USED ON THE MAIN h L I - L�\� _ DOOR OF B F• M OR 6 OCCUPANCIES ONLY, WITH THE � :A•rLCJCKED DOOR FREE TO SWIPY., WITHOU' OPERATION OF � _ / � ANY L E MING DEvICF AND A SI M SNIE5 tNG 'THIS DOOR / �// Q l� "US' REMAIN UNLOCKEC. DURING L•su3'hE9e �-:;uRa' �TtM aa�rw /� - � 'o_,uCED Oti OR AD. ICEN" TC '"E DOOR � IQ CITY�r r;t3ARD Z PROVIDE TEMPERED GLAZ'NG AT WINDOWS 1 REL+Cis-+TS '�'" I e _. -Y.-.-� - - -- +- � � ✓�f.P//V PER SECTION 2406 5-.4TE OF OREGON 9TRiCTLIRAL SPECIALTY CODE TOP CF RELIGHT FRAMES TO MATCH Aopr::+El.:. r Alaprow+d.................. 1� _ - PAPER {Jr oMY Ihb wwk AS described n w TDP OF DOOR FRAMES 11'MR�1 I?' 42' MIN TOILET -��IS+Upn;ptt i te­ !-c9MIT fV0 IIu/2dl+i...e _ _ FLOOR PLAN See i 019,to Fotlaw....... ........ 13. VERIFY KEYING REQUIREMENTS WITH TENANT AND �- _ I -� f _� L4NdLORD. -_ 114' Job e•s d / .r�C7A 14.6rNUCTURAI. ENGINEER TU REVIEW ROOF LOADING 1 .� ''1 e CAPACITIES PRIOR T() PL AC NG ROOF TDP MECHANICAL 2 SITE UNITS. &MM"TAL REQU'RED , lF -+ * j ND FLOOR PLAN I°J'MIAX '^ , c,1 /n w*- • 1 -0` 1 - FP.VISI-IRS AT TOILET ROOMS ^-q T .r.,,N -I SIS[ WALL CGDE SUMMARY IS }°••R'UvIDE BROAN 9-90 EX+-+AUST FAN AT EAGu "OILET ROON". FAN TO VENT AT Rp.';'F 104-0' MIN. FRO'") .411 INTAKE. GE'.ESc,4_ BU'LDING D'e6G4 F'' Oti Gc'rERA_ Oa GE 4 TOILET ROOM DETAILS NUMBER OF STORIES: I 16.PROVIDE IMANNINGTON A5�vURANCE ' SLIP RETARDANT �\ ,• FIRE SPRINKLERS. NONE SHEET FLOORING WITH b' SELF-COVING BASE AT NEW ,� ,' BUILDING SIZE. 9520 SF. TG;LET RC'Sls A_ , �.1'-a�' O-T-C I 20 GA 3%' 'METAL 5%:. BRACING TO OGGUQ4NG": B ON TYPE V-W ' ROOF STRUCTURE ATB -sv' C�. CONSTRUCTION S '2 IT. SEALERf�RIMt,R ON ALL TG!LET ROOM WALL SURFACES .' .' c;lranc.l�re 4i_TER>\AT INC DIRECT,_^.S FASTEN TENANT SWAGE SIZE: WARE,4OUSE AREA - 8.0!0 S r^rcy I/red t PRC)VT�E ?lL0 (?)COATS MILLER PAINT CC. �6�50 3tRIE5 Ccrostrud on Ty vN OF=CE AREA s10 SF "P ,. � BRACE TO TOP OF 9*..D W-12J e8 P ALKYD SEMIGLOSS. SWEET METAL 9CRE US AT EACH END Hued Cct nfl Faerp 18. 5 TOILET ROOM PROVIDE TO 4E PFF. TICON LAMINATE OIP RI=P BRACING TO BE r'RO/DED WHERE Acccs•1bitMy �ill"r- BOARD WAINSCOT TO 48' AFF, (I WALL BEHIND TOILE I 016TANCE BETWEEN FER"ENDICULAR LEGEND AND WALL Ap;dCENT TO TOILET (FULL LENGTH - p�OTH INTERSECTING WALLS OR WORIZONTAL WALL') BRACING BETWEEN WA_LS EXCEEDS 0'•0' O.G 19 TOILET ROOM LAVATORIES TO BE: Ai-fERIGAN 6TANDARr7 ---4-66------� �- - �- 4 -b - EXISTING WALL TO REMAIN 'LUCERNE' WALL-HIPICa LAVATQRr OR EGXJAI. WITH �v CEILING6`r'IMONS S-60-6 SELF-METERIW-o / TE+"PERATURE - \__5USPENDEP EXISTING WALL TO BE REMOVED � 'tiE,� Al1N'NCi OR EQUAL. PROVIDE BLADE TYPE I �\ SELECTION FAUCET ' 1 I 9 HANDLE RE BARRIER-FREE ION-'IAT PI(F_ (O{@ EQUAL). � ATTACH STUD DIRECT` NEW WALL - 31' mETAL STUDS 0 PROVIDE RE(.7UIRErJ PROTECTION AT PIr-fig. � TO GRID 14 O.C. � GYP. BC. EACH SIDE I ®PROVIC,•E WATER RESIt3'dNT GYPS BOARD AT ALL �—� _ PL.U'-MRING WALLS ANP AT WALLS ADJACENT TO -- - ---` `- - -- ^ —%* GYP. BD.EA. BIDE • l iAVATOR+EB AND TOILETS Ex's_! G DOOR TO RE-A"I .- 21. CEILING TILE TO BE 2 x 4 TEGULAR 'NOT SECOND LOOK ' If - STUD 2!+T 2 METAL STUD AT A I"T OG TYKE)ARl`18TR.C7NCs e"!03 OR EQUAL � �I . 22 NO VEHICLES TO REMAIN INSIDE BUILDING OVERNIGHT ® FLOW+TRACK. pERy Sw / BEFC)QE C'a' AFTER OC:CUPAKC 1 DRIVEN ANCHORS � i -VOL, X NEW OR RELOCA`FD DCOR � DETERRED 3 -0'x-I -C' U.O.N 23 PROVIDE R-15 INSULATION AT OFEIC:E/IUARE�IU.1_SE WA'_LS, � FlrrAlsn� ABG a(i -83 AND AT EXTERIOR F UwlRIEIQ PROVIDE R-19 W. CEIL)NGS. -CONCRETE SLAB- PRC?Y6CE VAPOR BARRIER AT QFrICE/lUAREHOl13F MAI-L P (- plumhirq ',� AND FURRING ON WARM SIDE OF SPACE. F'RO'r'IDE 3'�a' USFACED BATT INSULATION AT ALL WALLS ADjACeNT Tr � ekctr+cell .� DOOR TO eE REMOVED OR OFFICE COPY NEW TOILET ItOOM9. TPJ.el Feel we 1p -- RELOCATED . E 01'sw Ex r iEAGY/�.S•,v rev 24.PROVIDE FIRE EXTINGUISHERS AS DIRECTED f?r F'RE .___-.. � � 1"IARSHALL AT W.�1.K,-THtRp�,H Aha G- I ELEVATION WALL DETAIL _ 23.PROVIDE 14VAC +L/2P. CFM CJUT91pE A14 PER GC:C-UF'AN' 4' � ! � 'dEw DUpLEx ELECTRICAL OUTLET OFFICE AREAS. - -- q A- 1 1�'•1'-�' I 26.MECNANICAL ELECTR'CAL AND I'I.UMB+Ns 8` SEPARATENEW MUDRIW-s AND A� l PERM!TS. FOR TENANT P !O EDL WPWONE AND DATA WIRING '�4ali'•rl�i�iinSl("rta, ,'lc, w r, ,, ,,, ..� LEGIBUZrY 8TRI1' C, P tH!iltl i111 IL'I)III 111 M !( ill 1111 I!! o I e d �'cI I i i i. i � 19 20 21 22 23 24 a� ?e 2'T :te 29 30e8l OR _ 1 t#$ 1 s 4:.I�,' q; �w11r z� Sf. I ti ,.',+.,' ,.Y.:k.,f r:i' '•!,.1;, �-d ..GAL`;. r4 .1.f�'; :I <:,i `��',��'t r:. q '�al�tt,x. ,, . _ .. ,,,-.��.a,c`�, >. ,,,-: • ., : r, k„-_�_.+�t�r.� r�,.,��`,yrjaR' k;rq” F` r. NSH.S _ '�'. -4 •,., �:�•' ,Y " +`�:' r f3'S,t.L �-f�.....)uN ...1�, � i , i z , .r < r / f Y , f: • J • n, , ,r v r III I' I