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13636 SW HILLSHIRE DRIVE i. t.qy r W W �l M r H I I 13636 SW HILLSHIRE DR CITY OF TIGARD BUILDING INSPF_CT!ON NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business: Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Moch. Rough-in Fireplace Post/Beam Struct. Pibg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line / Pibg. Underfloor Rain Drai,i Framing umb Alarm Water Line Insulation Underflr. insul. Shear Wall Gyo. Bd. st Elect. Date Requested: � S Time: __PM Address:- Builder: Permit THE FOLLOWING CORRECTIOI:;, ARE REQUIRED: I :pector:---'��J— Date: e— ALAPPROVED ._DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY CSF TIGARD CERTIFICATE OF' COMMUNITY DEVELOPMENT DEPARTMENT OCCUPANCY 13125 SW Hall Ulvd.Tigard,Oregon 97223.8199 (503)839-4171 PERMIT #. . . . . . . ; M5T94---0197 DATE 1SSL-JED: 04/21/95 PARCEL.: SITE ADDRESS. 13636 SW HILLSHIRE OR SUBDIVISION. . . . z HILL-01-11RE. ESTATE.5 ZON ING s R-7 PD BLOC4,k. . . . . . . . . . 1..07. . . . . . . . . . . . . I Oi:' a CLASS GF WORK. %NEW TYPE OF USE. . . t9F OCCUPA14CY GRP. -.R3 0CC*UP(-*4NC'e LOAD IIX?7 4 i..NANI NAML. . . : -mkrks - PATH I n e r, ROT F 4 '5491 PW (.tPTH PIKWY 11TE B UARD OR 97E,23 -�ne #- 639-R639 .. T. ROTH CONSTRUCTION iNi, 540 SW Lit-k I'H PARKWAY LGAPI) OR 9'e2213 ' ;..,one #a f; •r�--i?E�39 31700 mPtic ed of the F,ouve refer d building is hereby given, and certific.-s lie compliance r,tith the l3tato Of Oregon Specialty Codes for the grOUP, sand u,!,v -tridcsr which thp referenced permit wes,,.v Aued. 1.1111 ( g,dCi u INSPECTOR' IL U I L D c I I F.1c c I POST IN CONSPIC'UOUS PL-ACI CITYOF T I G A R DELECTRICAL PERMIT PERMIT#: ELC2001 001')0 DEVELOPMENT SERVICES DATE ISSUED: 2/16/01 13125 SW Hall Blvd.,Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S104CD-02600 SITE ADDRESS: 13636 SW HILLSHIRE DR SUBDIVISION: HILLSHIRE ESTATES ZONING: R-7 BLOCK: LOT : 026 JURISDICTION: TIG Project Description: RESIDENTIAL UNIT _ —_TEMP SRVC/FEEDERS _ MISCELLANEOUS _ 1000 SF OR LESS: 0 - 200 amp: PUMP/IRRIGATION: EACH ADD'L 500SF: 201 - 400 arr-3: SIGN/OUT LINE LTG: LIMITED ENERGY: 401 - 600 amp: SIGNALIPANEL: MANF HM/SVC/FDR: 601+amps - 1000 volts: MINOR LABEL (10): SERVICE/FEEDER — _ BRANCH CIRCUITS ADU'L INSPECTIONS _ 0 - 200 amp: W/SERVICE OR FEEDER: 3 PER INSPECTION: 201 - 400 amp: 1st W/O SRVC OR FDR: PER HOUR: 401 - 600 arrow: EA ADD'L BRNCH CIRC: IN PLANT: 601 - 1000 amp: _ __PLAN REVIEW SECTION_ 1000+ amp/volt: >=4 RES UNITS: > 600 VOLT NGMINAL: Reconnect only: _SVC/FDR >= 225 AMPS: CLASS AREA/SPEC OCC: _ Owner: Contractor- SWENSEN, KURT S AND BARBARA K OWNER 13636 SW HILLSHIRE DRIVE TIGARD, OR 97223 Pnone: Phone: Reg ;ff: FEES Required r'spections Type By Date Amc.unt Receipt Rounh-in PRMT CTR 2116/01 $19.95 2720010000(1 Elect'I Final 5PCT CTR 2/16/01 $1.60 2720010000( Total $21.55 This Permit is issued sub)ac' ;he regulations contained in the Tigard Municipal Code. State of OR Speaaity Codes and a!i other applicable la-r. All work will be done in a.wrdancr with approved plans This permit will expire if work is not started within 180 doys of issuance,or if work is suspended for more than 180 days Ai TENTION Oregon law requires you to follow rules adopted by the Oregon Utikty 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 PERMITTEE'S SIGNATURE ISSUED BY: OWNER 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 SUPP.. E'_ECIN: ___--_ �_ — DATE: LICENSE N O: . --- — ---—--- -- -- — --—. — ---_--- Call 639-4175 by 7:00pm for an inspection the next business day 02/01./01 THU 10:12 FAX 503 598 1960 CITY OF Q004 Electrical Permit Application ---- — "Datereceived: Permit no.: City Of Tigard Projcct/appl.no.: Expire date: Cityof7tvard Address: 13125 SW hall Blvd,Tigard,OR 97221 Date issued: T Hy_-- F'eceiptno.: Phone: (503) 639-4171 -- —-- - Fax: (503) 598-1960 Ouse file no.: Payment type: Land use approval: _ U I v 2 family dv,,elling or accessory I!("ornmerciatl/industrial U Mimi-family U Tenant improvement U New construction ;I/Additio t/altt-fationhcplaccniew U(Wier: _ U Partial �.1011 SITE INFORMA-11 ION Job address: 3(p Syq djLLe h:lt__ I>R, Bldg.no.: I Suite no.: Tax map/tax lot/account no.: 1.it: Block: Subdivision: -- — —i Project name: 1)cscrip ion and location of work on premises: Cstitnaled date of cunaldcluarthuslh ctianl - —_..� - -- - _ Job no: Fere nfas Description Qty.sem. Business name: — J `/ ;ea.) 7nbd no. cp New residential-single or m-dii-faahily pre in Address: _ dwelling onlL Includes alluclad gatrage. City: Slate: Lh': So-vice Included: Phone: hax: G-mail: ---- — 1000 sq.ft.or less CCB no.: ] ICC.bus.lie.no: Each additional 300 sq.ft.or portion thereof Limited energy,rasidcntia l 2 City/nictro lic.no.: I.imiledenergy,non-residential_ 2 Fact)manufactured home nr modulo dwelling Signuture of supervisingelectricisn(required) pato Service and/or feeder 2 Sup.elect.name(print): Licenseno: tiervl(es orfee ders-installailon, alteration or relocation: 200 amps or less 2 Name(priuo: KO�f S_W ENS E I A 201 amps to 400 amos _ 2 401 amps to 600 Atolls Mailingaddress: �3(p�j(r 1L1 AAE 0 _ 601 amps to 1(100anaps City:' (� State: Q 2lP_�L ) 3 Over I(1(NI amps nr volts _ 2 Phalle: _ G .3 I'Ax: I3-mail: Reconnect only — I Owner installation:'lire installation is heing made on 3rorerty I own Tpuglore--services orfeeders- which is not intended for sale,lepse,rent,or exchange according to inslallarr in.alteration.orrelocatiow 2amps or ORS 447,455,479,670,701. 00 2 — —-- --- - - 2(1011 amp-a�4Ml nrhps 2 0wner'4 signature: Lhkr— Da!e: 401 to 600 ams _ —.. 2 Bunch circubs;-neh,all eralion, or extension per panel: Natlle: _ — A. Fee for branch circuits with purchsae of Address: service or fernier fee,each branch circuit 2 Cityy: r — State: i.IP: v ti. Fee for branch circuits without purchase - of service or(cede:fee,Darin branch circuit: 2 Phone: Fax. F"-mail: Hach additional branch circuit: W&WERIIIII[MMU TOM Mise.(service or feeder nol included): a Service over 22S amps-enmmemial U Health-caro facifit Goch pump or irrigation circle_ — U Service over 320 amps-ratitig of 1 R2 ❑Hazardous Iocatin i F•nch sign or outline lighting 2 farnily dwellings U Building over 10,1410 squats feel four or Signal circuits)or a limited energy panel, J Systam over 600 volts tomlnal more residential u lila in one structure alteration,or extension, _ �- Z U Building over three stories U Feeders,400 amp or mute *Description: U Occupant load over 99 persons U Manufactutd stn ctures or RV park Exch additional Inspection over the 24lowable In shy of the above: —_ U ligress/hitioingplan U Other - Perimpectlon I I _fie_. Submit sets of plans with any of the above. Investigation fee The above are not applfteable to temporary consti nMloo sertice. t other — — . _ NDN oil juaisdictlnns accept credit tarda,plcue cell jurisdiction for more Itdt ethatloa. Notice:This permit application Permit fee:.............. ...... U Visa U MasterCard expires if a permit is not obtained Platt inview(at — %) $ —__— Credit card numhea —_ within 180 days after it hag been State surcharge(8%) ....$ Bap tEs accepted as complete. TOTA1, . '-Noma of cdrt ar ahuwn o- n $ ---- Ca"i rijtnoatae -- — Amrrot 4404615(&l1L.e'=r1M) 02/01/01 THU 10:13 FAX 503 698 1980 CITY OF TIGARDl )n05 Electrical Permit Fees: Limited Energy Fees: Complete Fee Schedule Below: TYPE OF WORK INVOLVED -RESIDENTIAL ONLY Rettrlcted Energy Fee............................................... ... $75.00 Nunfier of Inspection.-,per pon nit allowed (I'UR A.L SYSTEMS) Service Included: Items Cost 1 otal I Check Type of Work Involved: Residential•per unit 1000 sq ft.of less —._ $145 15 _ 4 Audio and Stereo S)stains F-rrh additional 500 sq ft ui portion thereof +_ $33.40 _ 1 burglar Alarm Limited Enurgy — $75.00 Each Manufd Home or Modular ❑ Dwelling Service or Feeder $90.90 2 Garage Door Opener' Services or Feeders l__.1 Heating.Ventilation and Air Conditioning System' Installation,alteration,or relocation 200 amps or less _ _ _ $80.30_ _ 2 ❑ 201 amps to 400 amps $106.85 — 2 Vacuum Systems' 401 amps to 600 amps $160.602 601 amps to 1000 amps $Y40.60, 2 nmr"--- --- -- Over f C00 amps or volts $454.65--- 2 Reconnect only $66.85_ 2 Temporary Services or Feeders TYPE OF WORK INVOLVED -COMMERCIAL ONLY installation,alteration,or relocation Fee for each system.......................................................... $75.00 200 amps or loss —_ $66.85 2 (SEE OAR 918-260-260) 201 amps to 400 amps _ $100.30 2 401 amps to 600 amps. $133.75— 2 Check Type of Work Involved: Over 600 amps to 1000 volts, O sum° " eve. Audio and Stereo Systems Branch Circuits NeW_41t0Mn or extension per panel Boller Controls a)1 he foo for branch circuits with purchase of service or / Clock Systems feeder fee. J �� �� Lich branch circuit �_ $6.65�- C 2 Data Telecommunication Installation b)1 he fee for branch circuits without purchase of service Fire Alarm Installation or fender fee. First branch circuit $46.85 Each addit.onal branch circuit $6.65` HVAC Miscellaneous Ej Instrumentation (Service or feedar not included) Each pump or Irrigation circle $53.40 _— ❑ Fach sign or outline lighting a--^ $53.40 _ Intercom and Paging Systems Signal circuff(s)or a limited energy panel,alteration or extension $75.00 Landscape Irrigation Control' Minor Labols(19) $125.00— Medical Each additional Inspection over the allowable In any o the above L'er Inspection $6250 Nurse Calls Per hour _ $62 50 In Plant f $$7362 f5 _ Outdoor Landscape Lighting' Fees: ❑ Protective Signaling Enter total of above fees $ � S C� Other 8%State Surcharge $ _Number of Systems 25N Plan Review Fee ! No licenses are required. Licenses are required for all ottwr installations See'flan Noview"section on $ front of applicatlm. Fees: Total Balance Duo Enter iota!of above lees $ ❑ Trust Accor:!e_ 8%Stair Scrcharge $ __ Total Baiance Due $ i•\dsts\fomtt\elrfees.doc 10/09n10 -Y OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 6394171 ------ �- BUP Date Requested_ `7 '"/ 3 AM �'r PM BLD Location10�f .sC✓ � il/13�r�` Z7y _ Suite MEC -- —_-- Contact Person — Ph ,S`J� �?�1 -3 PLM Contractor Ph SWR _— — EIUILDINGELC — Tenant/Owner -- ------ Retaining Wall ELR _ Footing Access: FPS — Foundation —_ — Ftg Grain SGN Crawl Drain inspection Notes --- - - Slab _---- ---_.-___-------- SIT Post& Beam Ext Sheatn/Shea _ lul Sheath/Sheat Framing Inculation Drywall Nailing —,-._-- --_—_ IFirewall Fire Sprinkler Fire Alarm Susp'd Ceiling - --- --------- --- Roof Mise. 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 ,as Line - ...,. _..-------- ---- _._--- -------- ---- - Smoke Dampers Final _ -----------._ ._ __-- --_ PASS PART FAIL ( ELECTRIC; Service Rough In UG/Slab _ I_ow Voltage Fire Alarm -------- i45S PART FAIL --- --_—_--_ _. ---_-_-- --- -- — —.------- E Backfill/Grading ----- ---. ----- -- --------- _. �_ .----- Sanitary Sewer Storm Drain [ ]Reinspection fee of$—__—_required oefore next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call for reinspec,inn RF __— [ ] Unable to inspect-nc access ADA Approach/Sidewalk Date JInspector _ -- Ext Other _ ---- — -- Final — PASS PART FAIL DO NOI REMCVE this inspection retard from the job site. 1.1W-i8-1994 11141 FROM J.1. R.nO. on�t.. nr. TO 664729" F'., l • 05/17/94 15.42 SN5 68. 8934 COP.t,SON TESTING Carlson Testing, Inc. c.:onAtnlcUon InNf>F:r,;nit& Rrintra •1«tK (aen,c:chn;.nl C cMjL1U-,g P.O. Box 236 S l.Y Tigard,Oregon 97281 PI-one(503)884-3460 March 17 , 1994 / FAX 684-0954 #94-1597 J.T. Roth 12540 S .W. 6 8th Post-it-Fay Note 7671 Date T1-yard, OR 97223 _ J l� oases To Frum Attention t Dave Jensen 'c° GEOTSCHN7 CAL BXpLo RATI INS F.qr --- LOTS 25 THROUGH 30 - HILLS CITY OF TIGARD, OREGON Gentlemen: As requested, CTI onainopr, Jim Imbri.e visited the site on this day at 9:00 am to explore the Pubsurface conditions and evalunto existing fill suitability at the subject lots . From the surface, the subject lots appear to be filled generally to the invAl of the street for the first 20± feet and slope downward to trees (natural ground) at the back of the lots . Brian Clapton Excavating supplied a trackhoo to excavate tile, test pi.tt, . Five test pits were axravated alc-- t;;a loL iliidd . The tact pita generally revealed a maximum of 6 to 9 feet of fill at the top of the slope (grade break) . Stripping ;bsorved beneath the fill was genpra.11y considered in•.dvquate; topsoil, roots, and logs were encountered in most of the that pit•.g . The f i! 1 thicknGas and duality improved toward Lot 25 and decreased toward Lot 30 . The n,"cive subsoils beneath the fill consisted of stiff to very stiff gilt. It is our opinion that the existing fill is generally unsuitable for support of house foundations; with the possible exception of the fill at the front of Lot 25, subject to review during house excavation. Foundation excavations should be carried to the riativt- subsoils . The proposed singlo-family residences will, likely be designed with shallow spread footings. We recommend that spread footing construction and slope setback requirements conform to Chapter 3 and Section 2907 of the CABO Ong and -Pwo :amily Dwelling Code (CARO) and the Uniform Building Code (UBC) , respectively. As a minimum, we recommend that continuous footings constructed on slopes m&intain at Toast a 6 foot horizontal setback from footing to original ground slope face. MAY-18-1994 11:42 FROM J.T. Roth Const, Inc. TO 6847297 P.02 •�"' S X93 694 8954 CARLSON TESTING B2 #94-1597 Page 2 of 2 Our reports pertain to they material tasted/inspected only. Information contained herein is not to be reproduc©d, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this; office. Sincerely, CARLSON TESTING, INC. 8 Y JnmeA D. 7mbrie, P.E. Geotechnical Engineer CITY OF TIGARD ----- BUILDING PERh�IT PERMIT#: BUP2003-00639 DEVELOPMENT SERVICES DATE ISSUED: 11/3/03 13125 SW Ha;l Blvd.,Tigard, OR 97223 (503) 639-417'1' PARCEL.: 2S104CD-02600 SITE /.DDRESS: 13636 SVV HILLSHIRE DR SUBDIVISION: HILLSHIRE ESTATES LINING: R-7 __ BLOCK: LOT: 026_ JURISDICTION: TIG REISSUE: 1 FLOOR AREAS _ EXTERIOR WALL CONSTRUCTION CLASS OF WORK: RA FIRST: sf N: S: E: VV: TYPE OF USE: SF SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: `S: E: W: OCCUPANCY GRP: R3 TOTAI- AREA'. 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED. BSMT?: MEZZ?: REOD SETBACKS _ _ _ REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: r,".IVT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 1,000.00 Remarks: Structural rep i1'r in crawl space. Owner: Contractor: SWENSEN, KURT S AND BARBARA K JT ROTH CONSTRUCTION INC 13636 SW HILLSHIRE DRIVE 12600 SW 72ND AVE STE 200 TIGARD, OR 97223 TIGARD, OR 97223 Phon(: Phone: 639-2639 Reg #: LIC 31700 FEES v REQUIRED INSPECTIONS__________ Description Date Amount Footing Insp �1311[.l ] Permit Fee 11/3/03 $62.50 Final Inspection I'AX 18",,State Surrharl 11/3/03 $5.00 Total $67.50 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and 411 other applicable law All work will be done in accordance with approved plans. This permit will exp'.re ilwork 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 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions to OUNC by calling (503)246-6099 or 1-80t -332-2644. �1) Issued 9v: Permittee Signature: _— Oell 639-4175 by 7 p.m. for<Pn inspection the next business day i RE Building Permit ion D _ Received Bwllmg Date/By: D Permit No.: tYU� Planning CityUI Tigard 1J PlanningAp Approval Other Date/By: Permit No.: 13125 SW Hall Blvd. WY OF TIGA Plan Review Other Tigard,Oregon 97223 BUILDING DIV ION Date/By: Permit No.: Phone: 503-639-4171 Fax: 503-598-1960 Post-Review Land Use Date'By' Case No. Internet: www.ci.tigard.or.us Cut I :t See Page:for 24-hour Inspection Request: 503-639-4175 Narrw Methal: 5u Icmental Information - TYPE OF WORK REQUIRED DATA: New construction emolition_ 1 &2 FAMILY DWELLING ❑Addition/alteration/replacement ,_ Ot: : CATEGORY OF CGNSTRUCTION Note: Permit fees*ate based on the total value of the work performed. Indicate 2-Family dwelling _Q—(.'ommercial/Industrial the value(rounded to the nearest dollar'orall eouipment,matenals labor, — overhead and profit for the work indicated on this application. Accessory'Building Multi-Family EJ Master Builder _ Other: �Iluation.. ........................................ .......... S1nv JOB SITE INFORMATION and LOCATION ee ms: No.of baths: _ Job site address: f 1 i L —_ Total number of flours..................................... i— New dwelling area(sq. ft.)........................... #_ ... — Suite#: Bld ./A)t. Garage/carport area(sq. ft.)............................ _ Project Name: Covered porch area(sq.ft.)............................. Cross street/Directions to job site: Other strurture area(sq.R.)................. Deck area(s . .). ................. REQUIRED DATA: COMMERCIAL-USE CHECKLIST Subdivision: Tax ma / arcel#: Nate: Permit fees'are based on the total value of the Rork performed. Indicate DESCRIPTION OF WORK! the valut(rounded to the nearest dollar)of all equipmer t,materials,labor, o%erhead and profit for the work indicated on this applicaion. Valuation........................................................ S _ --- - Existing building area(sq. R.)......................... New building area(sq. It.)............................... _ Number of stories............................................ PROPERTY OWNER TENANT Type of construction..................... ................. Name: N —_ Occupancy group(s): Existing: New: l Address: City/State/Zip: _ Ph e: _ Fax: NOTICE: All contractors and subcontractors are required to be APPLICANT CONTACT PERSON licensed with the Oregon Construction Contractors Board under — provisions of ORS 701 and may be required to be licensed to the Business Name: �� �.�f� Jurisdiction whet.work is i c..ng performed If the applicant is exempt Contact Name: �/• if _ from licensing,the following reason applies: Address: ,v City/State/Zip:� /J Phone: , o� Fax: 6 G_,2-jy -- - E-mail: BUILDING PERMIT FEES* Please refer to fee schedule. CONTRACTOR -- -------- Business Name: ,JJr / y , �i 7— Fees due upon application............................. Address: Cit /State/Zi „ _ Amo:nt received............ ................ . ..- Phone: G -1Q�f Fax: G2`/- 2�Q Date received:.- -_.—___-------- CCB Lic. -- Authorized 'Notice: This permit application expires If a permit Is not obtained within Signature: �/-- _ -� Date- IAO days alter It has been accepted as complete. *f cp methodololU set by Tri-County Building Industry Service Board. (Please print name) t�Dsts',Perrmt Forms'BIdgPemtitApp.doc 01 03 One-and Two-Fainiiy Dwelling Building Pervinit Application Checklist Reference rw —' Associated permits: City of Tigard Cit or Tigard City g O Electrical U Plumhing D Mechanical Address: 13125 SW Hall Blvd,Tigard,OR 97223 U Other! Phone: (503) 639-4171 Fax: (`03) 598-1960 I IIL 10110%$ING I IENIS ARE REQUIRED FDA PLAN REVIEW 1 Land use actions completed.See jurisdiction rntcrw k)r CMnCUrrew reviews. 2 Zoning. Flood plain,solar balance points,seismic soils designation,historic district,etc. _ 3 Verification of approved platflot. 4 Fire district _approval required. _ 5 Septic system permit or authorization for remodel. Existing system capacit} 6 Sewer permit. 7 Water district approval. 8 Soils report.Must carry original applicab'e stamp and signature on file or with application. 9 Erosion control U plan U permit requiri.d. Include drainage-way protection,silt fence design and Irn•ation of catch-hasin protection,etc. 10 3 Complete mets of legible plans.Must ne drawn to scale,showing conformance to applicable local and state building codes. Lateral design details and connections must be incorporated into the plans or on a separate full-si, sheet attached to the plans with cross references between plan location and details. Plan review -annot he cornple :d if copyright violations exist. I I Site/plot plan drawn to scale.The plan must show lotand building setback dimensions;property come.elevations(if there is more Dian it Oft.elevation differential,plan must show contour lines at 2-11.intervals);location of easements and driveway;footprint of structure(including decks);location of wells/septic systems;utility locations;direction indicator;'got area;building coi–rage area;percentage of coverage;impervious area;existing structures on site;and surface drainavve. 12 Foundation p1 .,.Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details, vent size and location. _ I 1 Floor plans.Show all dimensions,room identification,window size,location of smoke detectors,water heater, furnace, ventilation fans,plumbing fixtures,balconies and decks 30 inches above grade,etc. _ 14 Cross section(s)and details.Show all framing-memher sires and spacing such as floor betuns,headers,joists,sub-floor, wall construction,roof construction. More than one cross section may be required to clearly portray construction.Show details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding ma.erial,footings and foundation,stain, fireplace construction, thermal insulation,etc. 15 Elevation views. Provide elevations for new construction:minimum of two elevations for additions and remodels. Exterior elevations must reflect the actual grade if the change in grade is groater than four foot at building envelope. Full-si-e sheet addendums showing foundation elevations with cross references are acceptable. 16 Wall bracing(prescriptive path)and/or lateral annivsis plans. Must indicate details and locations;for nem-prescriptive path analysis rovA s ecifications and calculations to engineering standards. 17 Floor/roof framing. Provide plans for all floors/roof assemblies,indicating mcmtwr sizing,spacing,and hearing locations.Show attic ventilation. 18 Basement and retaining walls.Provide cross sections and details showing placement of rebar. For engineered sy.,terms,see item 22."Engineer's calculations," 19 Beam calculations. Provide two sets of calculations using current code design values for all beams anti multiple joists over 10 feet long and/or any bearrt/joist carrying a non-uniform load. 20 Manufactured floor/roof truss design details. _ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas-piping schematic is required for four or more appliances. 22 Engineer's calculations.When required or provided.(i.e.,shear wall,roof truss)shall he stamped by an engineer or architect licensed in Oregon and shall be shown to he applicable to the project under review. 21 Fiv.:(5)site plans are required for Item 1 I above Site plans must he 8-1/2" x I I"or I I" x 17". 24 Two(2)sets each are required for Items 16. 19,20&22 above. 25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will be not accepted. 26 "Reversed"building plans mus meet criteria outlined in the Permit&Svs:em Development Fees document. 27 "Drawn to scale" indicates stat dard architect or engineer scale. 28 Site plan to include tree site,ty,te& location per applo%ed project street tree plan tit applicable),and COT Street Tree List Checklist must be completed betbrc ,tan re%ie%% start date. Minor changes or notes on submitted plans may he in blue or slack ink. Red ink is reserved for department use only. 440.46141MttuCun1, CITY OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 BUP Received __ --_. — Crate Requested_ AM___ PM _— BUP _ Location -__ Z.3 -3 � � +wt --� Suite---- MEC — Contact Person __—__ _ Ph( —_N 246 - D(o O Z-- PLM Contractor Ph SWR BUILDING Tenant/Owner ELC Footing ELC: Foundation Access: Ftg Drain ELR Crawl Drain Slab Inspection Notes: SIT Post& bearn Shear Anchors — Ext Sheath/Shear —� Int Sheath/Shear Framing --- - — ---- — Insulation D,ywall Nailing , \ -- _ -�, -- -- Firewall ; C v ry-, Fire Sprinkler Fire Alarm Susp'd CeilingRoof Other. dQ.V, PA �_PART FAIL PLUMBINQ 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 - - ` - Gas Line Smoke Dampers - ---L- ----- Final r ` PASSPART FAIL ELEC_TRICAL Service Rough-In _ UG/Slab y� Low Voltage Fire Alarm vioal Reinspection fee of$_._ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE I 1 Please call for reinspection RE: Unable to inspect -no access Fire Supply Line ADA Date _ __-� L� �`a-� _ Inspector - L Ext Approach/Sidewalk - -` other Firm DO NOT REMOVE this Inspection recor from the Job site. PASS PART FAIL 10/:1,1/2003 17:00 FAN 503 291 11310 _ JOHN L SCOTT Q2/U05 OCT 30 2003 4: 32 PM FR MILLER CONS><LTV'Cc F,1jG246 13S5 TO 5032911ti1 ) f _ J I/ED Nov '12003 CITY OF TI � B�ILDING pl�lSR N MIILEA October 27, 2003 t1 H a 11:4i t p y; Mr. and Mrs. Kurt Swensen 8668 SW FairRidge Way OFFICE COPY Portland, CR 97223 CITY 4F TIG4'%RU Approved. ✓ 1 Subject: Visual Structaral Site Observation ^,ndilionall,,Approved.................. . 13636 SW Hillshire, Tigard, OR F :,r oniv the w( 1, ,iii described In BICE Project No.: 030938 r 1111AlT NC , EP-V�-P'P& ,rte I atter to Follow Uate Dear Mr. and 'airs. Swenson: Per your request, Kevin McCormick, S.E. of'.rtiller Consulting Engineers, Inc. met with you, David Jensen of J.T.. Roth Construction, Inc., anti Jim McCartan of John L. Scott Real Estate to review the existing framing and to detF:minp. if the apparent irregularities at the constnlctlon scene were due to movement of t},, structure. As discussed with you, a potential buyer for your residt-nce had an inspection performerll in the company of an inspector from the city of Tigard, Rick Bolen, and the ineguiarities found in framing caused some concern. The first irregularity noted was the tall 6x6 posts which suppert a 6x12 beam, which in turn supports the garage floor.. One of the posts is out of alignment approximately 3- degiees which eq%ates to approximately 8-inches and 12-feet. The reason the post is out of alignment is that when the footing was poured, a portion of the concrete was nct Pushed out and the post would not have been bearing on anything— it would have been sitting on the edge of the non-existent footing. Therefore, during original construction the post was angled in so that it was in full bearing. A 3-degree slope is acceptable in normal construction practice. However, the situation at hand is that the footings are sitting very close to approximately a 2-foot step in grade. During the original excavation of the site,the step in the soil at tl•c hillside was cut too clo3e to where the footings were actually to be poured. This creates a condition that if there was significant water in the foundation arta the soil could erode under the footings and loose bearing capacity and cause failure of the support beam for the garage. The repair would include filling the area between an existing parallel foundation wall. YS70 SW Barbur Blvd.. Suits 100 Portland, Orilpon 97219.5112 Plana (503) 216.1230 Fax (503) 218-1195 www.mlllarangrf.tom AR+nleRn Coelolfls��(RPIIIIIq COORCI 10/41/2003 17:01 FAX 303 291 1610 JOHN L SCOTT zoo.., 005 OCT 30 2003 4 : 32 PM FR MILLER COC.SUIsTi"iG l NG24(- 1395 TO 50329116:0 visual Structural Site Observation 13636 SW MWi shire,Tigard,OR MCE Project No.:030938 Page 2 of 4 ' approximately 8-feet to 10-feet away, and th�.*Utll of the area in which the garage posts are too close to the edge of the bank, with low density concrete nix of approximately 500 psi. The concrete would then be poured into the space and Provide support for the bark and the footings. At the footing that is out of alignment, it is recor ~ended that a new footing be poured for the misaligned post and then the post can be straightened and centered on the new footing. The footing should be the same diameter as the existing footings. To facilitate :his, the misaligned post could be removed temporarily, as long there is not a . :n the garage above. The existing footing could be pulled down into the hole that is going to be filled with the low density concrete, and the new footing could be poured so that a is centered under the post that is to be repositioned. This would be it Lunre economical solution rather than trying to dowel into the existing footing and then p')uri ig a new c-)ncrete footing adjacent to the existing pad. To provide a more positive attachment between the 6x6 posts, the fcoting, and the beam, installs two (2) Simpson A34 framing anchors at each post base. attach these anchors to the posts with four (4) 3d x 1 t/z" nails and to the concrete with two (2) 0.145" diameter Powder Actuated Fasteners (PAF). Embed a minimum of 1 !/i" into the concrete. Due to the large load that is applied to the top of the post and beam at the garage, add one (1) Simpson ST 2215 strap each side at each beam to post connection. There is an existing stud wall at the back of the garage which had one of the 2x6 bowed studs. This can be verified by rev lewing how the temporary shoring, or platform, was built for the mecharlical/electrical plumbing installation at the time of construction. It can also be verified by the way the wires are attached and the plumbing is hung off of it. All of these items indicate that this was probably a bowed stud that was originally installed. However, this is a very tall wall, ann to meet the requirements of the 1993 CARO Code these tall studs should have been brat:ed with a blocking or horizontal 2x bracing at 5'•U" o,c.to minimize the unbmced height. There is one existing 2x4 brace nailed to the studs. which was used for support of the ter posey platform. This does provide minimal lateral bracing; however, additional bracin- -a required, eithe=r through the use of gypsum sheathing, plywood sheathing, o►additional honzontal braces. Underneath the livinj;/dining room area of the residence, there were three(3) concrete pads poured very close together and in doing so, the 4x12 beam that was used for suppcn was notched continually so that the depth at one edge was approximately five-inches. Based on the size of the footing and the area that it is filling in, the notching of the beam is acceptable as this beam is almost continually supported along its entire length. However, these three footings are also poured an top of a step in the soil. A minimum 1- foot thick by Moot tall concrete wall needs to be poured.in front of this bank and attached to the exterior concrete wall with three(3).Number 3 dowels embedded fi.ve- 10/;!;2003 17:01 FAX 503 291 1610 JOHN L SCOTT 0004/005 OCT 30 2003 4 : 33 PM FR MILLER CD%, Sl..(L'Tj�0 TO 3032911610 : visual struts,----1 Site Observation 13636 9W Hinshire,'rigard,OR MCE Project No.:030938 Page 3 of 4 . . . . inches in the concrete with a Simpson sbt lrpcbcy inti attached at the opposite end to a concrett:buttress v«ith the same three(3),Number 3 dowel embedded five inches. This new concrete wall will provide support and prevent soil erosion under these footings. It was also noted that under the nook area adjacent to the kitchen, that there vas a 6x12 beam in the crawl space that had only a single cripple stud undemeath it. After reviewing the height of the cripple stud and the possible load on ". t stud, it appears the cripple stud barely meets code requirements. Therefore, it is recommended that additional cripple studs be added to each of these sides as there is sufficient room for bearing on the plate and will provide an increased factor of safety in case of lateral movement of the structure. There was one small footing approximately under the living room area which was su:1k down in a hole and adjacent to it was another pad footing. It is recommended that this hole be filled with the low density concrete, mentioned previously, and the existing footing could be nosed up out of the hole so it could be flush with grade; this will provide support for the adj is-:t footing which is close to the edge of the hole. Underneath what appears to be the family room, there were a few footings which did appear to be very close to 'he edge of the soil. The center of the load is approximately 21 feet from the edge of the bank and the bank is approximately 2-feet tall. This is a marginal condition as it does appear that water has been running through this area and has been eroding under these footings. It is recommended that additional concrete mass be added in front of each of these footings. The concrete mass would be approximately 18-inches tall and 3-feet wide and extend approximately 3-feet out in front of use stair step in the soil. It should be mounded up so that it is in direct contact approximately 8- inches to 12-inches deep with the existing footing. This repair will stabilize the soil and prevent further erosion in front of this footing. Around the perimeter of the foundation where the wcod frame wall stair steps with the concrete, there were several locations where 2x wall framing was left out. The lack of these studs had no apparent adverse effect on the residence to date; however, in the process of the work being done, it is recommended that taese studs be added and should meet the requirement of the 2x6 at 16-incb:,s o.c. As discussed with Mr. Rick Bolen with tse City of Tigard, the capacity of the ledger at the garage side retaining will was also in question. Review of this It dger revealed that it is attached with Y2" diameter anchor bolts at 16" o.c. These are not adequate under the 1986 NDS,which was the code of reference at the time of construction per the 1993 CARO. Install a 2x4 stud wall under this ledger. All framing in contact with the concrete needs to be pressure treated or separated by 15#building paper. Attach the 10/31 /2003 17:02 FAX 503 291 1610 JOHN L SCOTT 0005/005 OCT 30 2003 4: 33 PM FR MILLER CO I"?NG,•E 1b2'1� : 13°5 in 503291161 l s o• r 1 ViWW Structural.site Observation 13636 SW HWnhire,Tigard/OR • MCB Project No.:030938 • • 1 Page 4 of 4 „• 1 r 11• f • • • /1 pressure treated sill plate to the concv.te•f006g with®.W1:(diameter PAF at 16" o.c. with a minimum of 1 '/z" embedment. Attach each stud to the concrete wall at mid height, with a Simpson A?4 framing anchor using (2)PAF to the concrete and(4) 8d x 1 '/7/ nails to the stud. Once these items have been completed, the structural irregularities that have been identified will be in apparent compliance with the cutrent code and will provide for a structurally sound foundation. If you have additional questions or comments, please do not hesitate to call. Sincerely, y,��� cruR4 Miller Consulting Engineers,Inc. PRpF� �GINZe fL—, Sc + 166 SPE 9 � '1v, -12754'-4 Kevin M. McCormick, S.E. OFEGCN Managing Principal . EXPIRF_5: 12-31 oS DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUNTY, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 E'..rmit. # . 050592135 Project # k'004445 3 St.al.0 APPI...:'�CD Paye 1 ',f 2 Applied . 10/10/94 Issued 10/10/94 Cxp1rea 04/08/95 tib/02/9r, n" 91 RESELEC Perma t. Tit 1 A SFR - ELEC/NEW HuUSE L . V oTH Descr i pt ion Bequn 1 0/ i t , •.14 Joh Address 13636 13W HILLSHIRE DR TI s''wner Name J T ROTH CoNaTRU:'TIoN INC Reqi *n D Applicant Name NORTH VALLEY ELECTRIC 'PhunN number 9132-5916 Valuation . 0 Approved ir�3p�ctvr Ganunent.3 - eCtdtt�-�� REQUEST E R R o k Plumbing __ Mec.•}�anicell isle :tri<�al Structrual General _ 11.1sper.ted by �.._. �' _._. Date 1 -.sped i on Itequeat ed t Fins) Elect.xicNl 0499 E 2+F' LKBX TIM CITY 4F TIGARD f''LRMJIAS0. ..PERMIT COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 05/27/94 13125 SW Hall Blvd.Tlpud,Oregon 97223.8199 (503)839.4171 V'ARC:1:::1_: 21:';104(,1) 02600 L 1*L A1)1)F;L1.3636 SW HILLSHII E: DR 5LHDIV1:i:1ON. » .. „ ; HILLSHIRE EiSTA T'ESi ZONING: R-7 F'I) lal._OCK. . . . . . . . . .. . 1_01.. . . . . . . . . , « ., . :0rE __......_._...._..�M..._._...._....__._.._...__.._._.._.�,____.__ FlUILDING I E1513Ui'-. A)WELL.ING UNJ TS.-1. BA13EMENT. . . . . . . . :Afro s:;f (:LASS OF' WORK. -NEW I+EDRMS:3 BOTHG:3 GARAGE. . . . . . . . . . ..690 sf TYPE (if: USE. . . -.!3F I-'I...OUR AFilwlat;__w......__._ .._..___ RLUU7RLD T'YV'L OF CONST. :5N F'IRS'T. « . « : 1238 > -F LEF'T. . :9 ft RIGHT. -. 15 ft 0C',[ .1G''ANCY 0R1 :R3 SL'::COMD. « .. :':x'38 s+f T=RONT. :26 ft REAR. . -. 16 ft R1.E"r3. . . . . . . . 1 TI-IIRD. . . . ..0 S REQUIRED __._..._ ...._.__......_.....__.....__...._. IL--I(:iH•T... . . . . . . :i?7 f't TOT 0L :2236 1.-'f SMOKE DCTLCTORS. sY LO(JR LOAD. . . . ..40 psf VAL.UE. . . . . 155020 PARKING SPACES— ill PLUMPINU HAKS. . . . . . . . . . :1 FLUOR DRAJ:NS. . . . .0 DACKFLOW 1='REVN'TRS. . : 1. iaVATORIES. . « « . :5 WATER HEATERS. . . a '. TRAPS. . . . . . . . •. . . . . :0 )FI/SiHOWEi:RS. . . . .. 3 LAUNDRY 'TRAY43., . . : 1. CATCH HASIN13. . . .. ,. ., .. :(-) (-)TER CLOSETS. . .-3 SEWER LINE (ft) . :0 GREASE TRAVIS. . . . . .. .. :-.0 IGHWASHERS. . . . : :I. WA TEFF I...INC (ft) . : 100 OTHER F IXTUREES. . « . .. :0 ',ARBAGE D1'.51'. . .. : 1. RAIN DRAIN (ft) . aO i!OSHING ('MACH.. ., . : I SF RAIN DRAINSi. . : I _. .. _.._.._.... __....._. MECHANICAL ._._ .... _........,._........._...................._.__....__.._.. _.......... FEES . __ _ .._...__....._..__.._ ui-::.l... 'rYw'tii.'s_...................._....,.. ....... UNIT HTRS. » :H type amoUnt liy date rept; /CTAS/ / / VENTS . . . . . :0 TIF $ 1520. 00 JG 05/27/94 - .flX INPUT-0 1.1 TU VENT FANS. . :4 BPRT $ 573. 00 J(5 05/27/94 •- URN ( 100K . . :0 HOODS. . . . . . .. 1 SPLC $ 372. 45 SW 05/12/94 94-2,5)R.:3I 1JRN ):x:1001 . .. : 1. WOODi;T0VES. "0 B5PC $ 28. 65 JG 05/27/':34 l_U(:)R FURN. . . . :0 ALU DRYERS. 1 SSDC $ 280«00 JG 05/2?/94 C)1.I.../(.Mi' < 3HP-0 01HER UNII'fS: i PARK $ 500. 00 JG 05/27/9•4 GAS OUTLETS: 1 !hF'Fi1 $ 4b. 00 JCi Ob/e//94 $ 11. P.5 J6 05/27/94 RUTH M5PC $ 2.25 JG 05/27/94 (?540 SW 68TH V'KWY F'PRT $ 1.70.00 JG 05 ?;":3 + T'TE: 1:+ P5F'C $ 8. 50 JG 05/27/94 LCiARD OR 972P3 i-lorle "I 631—P639 _ T « k(.) I H C;(:)N9, T RUL:T 1UN 1Nl ':.,4(%J SW 68744 (>ARKWAY, SUJT'(.: 11 l lt.iARD OR 97223 I-t t:1 t't e It: 639 2639 31700 $ 3511. 10 10TAI.. This permit is issued subject to the rejulations contained in the -- --- REQUIRED INS3PLCTION4) Tigard Municipal Code, State of Ore. Specialty Codes and all other FOOt/fOUnd I11'ap Fi-replace :Insp applicable laws. All work will be done in accordance with approved Post/Beam StrUCt Gas l...irne Insp plans. This permit will expire if work is not started within 186 Porst/Heam Mechan Irlst.tlatiort Insp days of issuance, or if work is suspended for more th 186 days. Plm/t_trldslab Insp Gyp Board In13p PLM/Utide•rfloo•r baht dra:1.r1 lnsp Meel•lal•lical. lrlsp Water Line I.ltwp PlLiinb Trip OUt Appr/Sdw1+ ?resp I s: t.t e d T+y .._...................... T..r a m i.1.1 g F i 11 a I Call fo-r iri%pertiorl 639-••41.7"; GE'WER CONNECYLIN PIR T'T CITY OF TIGARD PIER1`11'T 0. .E 11. . : SWR94 0195 COMMUNITY DEVELOPMENT DEPARTMENT DATL ISSUED: 05/27/94 13125 SW Hall Blvd.Tigard,Oregon 9722398199 (503)839-4171 VIARCEL: 215104CD-02600 1.3(-.-,,JC;, SW HI.L.1-5111"ME. DN (J 1.4 1)1 V1 S 10 N. 1-41 L.I..'i F1 1.R 1*'. E9'T A I'EIG) Z 0 bIT N G R-•7 P'D 1..'41 OCIII/ . . . . . . . 1. LCYT. -.026 [1]N()N'T N A 11 E. . . . .. r. LJSA NO. * . * . . . . . . F1XT*(JRL UNIT'S. . . CLASH OF WORK. . . .-IAL161 DWI-ELLING UNITS— : 1. I'YPIE OF US1.:,.. 1. .. . 1. :SF NO. OF BUILDINGS; I 1:N ST,(I I I IMr*'ERV GURFOC Reina-rk-,-. r.,A'rH I Owrle-r:: .............. J R 0 T 1-4 type amal.tilt bX date -recpt 1.2540 SW 681'H PKWY V'RMI* $ 2200., 00 JG 05/27/94 C;U 11,L B 3.WGPI $ 35. 00 J6 05/27/94 I I(iARI) (JR 97223 (,L)IqIRo (.,]']R NOT' ON 1::'ILE 1.1 c.)11 e # 2235. 00 TOI*AL. Reg H» . . REQUIREI) INSP'EC'TIONS This Applicant agrees to comply with all the rules and regulations E)ewe-r .1rispectiori of the Unified Sewage Agency. The permit expires 180 days from ............................... ....... ............... 01P date issued. The total amount paid will be forfeited if the --------- permit expires. The Agency does not guarantee the accuracy of the side sever 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 Sever" Permit and the Agency will instal lateral. Agency III i.t t v e S i y I-1 I.%t L" ------...... ........................... ......... Cia 1.1. fo-r ii-ispect:iuri 639-4175 Residential Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobslte Address: Subdivision: Oo(' Wk at s Lot# �" Office Use Only Valuation: 1 f _02 r, Perrph# & 5f 2 Owner: L J"C (3f�1 �'6Y�5f�'UC�I�h-� Reissue of Address: 12>4n SW CO Map & TL # ✓� 1�� kq`7 2.2 3 Q Approvals Re uq ired Phone: �� �7 Planning L7A dJGt��' �i a�ti1i�1 Contractor: Yl� In"� Engineering Address: �2�`tU 5W 1� � W� Other -7 23 Phone: 2 X39 Items Reaulred �001 Subcontractors Contractor's-License # (attach copy of current Oregon license) Truss Details Subcontractors: l Other Plumbing: ��LI j` �3'�,.� mom Mechanical: Tf 11 I(C 1 1)� 1,{ (attach copy of current OR Contractor's License) Architect/Engineer: 14-uA Address: Phone: COMMENTS: Applicant Signature & Phone number I 9eceived by: _ __ Date Received: Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) -J ,�, 73 Plumb. Permit (PLUMB) % %I '� ` u Mech, Permit (MECH) State Tax (TAX) ✓ c/0 / .?r Bldg: Plumb: 1 D i Mech: / Plan Check (PLANCK) / 2,55t, Bldg: .�72• U Plumb: Mech: ? . •U Sewer Connection (SWUSA) 922- Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC` ;, _� Residential TIF (TIF-R) U f _ y/ L, Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) — Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIFF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire District (FIPE) TOTALS: