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13725 SW FERN STREET-1 7C: R 2'-0" 7'-0. �o PROF 5,`6" 12'-2 7/16" ' /---- 51343 T 2004 Miller Consulting �ngineers,lnc 9 OREG N p 4'-3" AIRY 23. 2 4x4 DF POST R. W Ate' FE-_xPIRES: 06-30-2 M I L L E R 4x10 DF POST N $ U T I rG NOT P.T. _- _._ ...__ _ __ _ I \-4x4 OF POST EMBEDDED IN` ENGINEERS CONC. WALL (NOT P.7.) + . f Ia UNDERPIN WALL AND FOOTING, 9570 SW Barbur Blvd, I DOES NOT MEET MIN, CODE Suite One Hundred 1 REQUIREMENT AND TO BE Portlond, OR 97219-5412 •� I DESIGNED LATER (TYP.) Phone (503) 246-1250 N f Fox (503) 246--1395 8- CONC. STEM WALL (TYP.) I I i { I \ 4x10 OF BEAM j 0 4x4 OF /—SEE SHEET 51.02 FOR POSTREPAIR PARTIAL PLAN 8. TYP. ' 0 �.' 9 1/2" I � i i { Cox'L DF BEAM 4x10 OF POST 4x4 OF POST 0 CONT, NOT P.T. i 4x6 DF PUST 20'-0" " TYP, TYP. c' W 0 m N J oz CITY OF TIGARD W Y W 1 4x4 DF POST 0 N Lt o Approved . .-----.. r }�� (� U 3:0 )nditionally Approved ---------------- - -- > j Q z ix ►r only th work as described in: m Q �0 r 9MtT N z F in I 4x4 OF POST See Leiter t),* F o ow At "tCh Job Ac'c res 1-3.:7;u`-...�.��,,. z By- i t W Lb 8A5EMENT INVESTIGATION: PHASE I — VERIFY EXISTING VERTICAL W 11'_8" FRAMING AVD FOOTINGS AND REPAIR 8'-2- 9.-4. 9'-4 7/16" AS NECESSARY 12'-2" (INCLUDED IN THESE DRAWINGS) JOB No. PHASE II — VERIFY EXISTING 040346 UNDERPINNING AT FOUNDATION AND REPAIR AS NECESSARY DRAWN CHECKED EXISTING BASEMENT PLAN NOTE, TO BE COMPLETED AT AE FUTURE DATE) KSN AA4j 1.01 3 i 1. ALL MEASUREMENT ARE APPROXIMATE DATE /0 6 1 -0 BASED ON FIELD INVESTIGATION. 0507ATION. `t 1� REVISIONS con SH£E? S1 . 01 . IFTHE PRINT ORTYPE ONANY I � � I � � � I � il � � ili ilililr ili � ili ilili �T rlT[q rlr , [ r1r _l1 r111r � 1 � ilt Ili il � rli ililr-�-rttTr -r" I- F[' 1� Tl �l 1r rl� � r T7 11 ► 1�T► -ri � I � � ilt Ili Ili ili � il � , ,,R� i .,... ,t:, ' . , q; 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �. 2 3 � I � ' 4 6 7 8 9 10 1 11 12 i �'�- � IT IS DUE TO THE QUALITY OF THE - No.36 ORIGINAL DOCUMENT E 6Z 8Z LZ 9Z 14Z �Z EZ Z iZ oZ 6i 8i Li 9i � i tTr E � ZT TT T L a IIII IIII fill ll!I lilt loll IIIIIlIII IIII IlIt�JI! ! .1 111 Illi ll1J_ IIII IIII IIII IIII 11111111 IIII I : 6 8 s l � s z � OI1117p1 IIII II I IIII IIII IIII lilt _IIII IIII IIII IIII ILLI _ILII illi 1111 .L� Llil 1. 11111 LLI`1,k�1� sm Oftis ZRuC Rq �---- s �p PROF 4�� I N f, 51043 r COPYRIGHY 2004 3'-p• (N) 3'-0• SO. x 1'-0• DEEP FOOTING • Miller Consulting Engineers,lnc. W/ /5 AT 12. O.C. EA. WAY AT BOTTOM W/ 3' CLR. TO SOIL (TYP.) OREG (N) 6x6 OFA#1 COLUMN 9��g2� W/ PCB6 CAP AND AY O` - PB66 BASE (TYP.) (E) 4x10 OF BEAM CONT. ' R. WN EXPIRES: 06-30-20 M I L L E R TYP. - - 2 ADD (N) i 3/4' x 14 1.9E ,'" I• P• MICROLLAM LVL TO EI SIDE C O M S U l T I N 6 , OF (E) BEAM, NOTCH AT SUNKEN JOISTS AS REO'D (E) BEAM E M r: I M E E R S ' PER PLAN 4'-0• iv (N) MICROLLAM 9570 SW Borbur Blvd. 10'-6' PER PLAN (TYP.) Sulte One Hundred Portland, OR 97219-5412 (2) ROWS 1/4• DIA.x Phone (503) 246-1250 4 1/2• SDS SCREWS Fax (503) 246-1395 AT 6. O.C. EA. SIDE 1 REPAIR PARTIAL PLAN • 3/8—. , _D 2 SECTION z I�L�O2 4 - �-a- 0 Q CD L,! Z I— Z Z 0 LLJ O � Zo 20 Z Ncl: 1` m 0 Q Z �F= Z J CL J 1- Q! • Q City Of Tigard Approved Pians o Bye. Date 5^,47No. 040346 DRAMN CHECKED K SH DATE 05/07/04 REVISIONS SHEET 51 . 02 NOTICE: IF THE PRINT OR TYPE ON ANY �TI � r ISI ISI I 111 1111 ISI I � ► ( Iji IJI fII-rrl �I [ql FITI-7r-1rr_( II. 1 ! 1 f Il1 lit-IT] IS NOT AS CLEAR AS THIS NOTICE, 3 I 1 i I 1I 1I 1 I I II Sr I I I I � II I I I I I I I I I II II I I 4I I , 6 9 10 11. 12 IT IS DUE TO THE QUALITY( OF THE No.36 W-WOO*AM W-". ORIGINAL DOCUMENT — - — - E 6Z SZ LZ 8Z Si ?: � Z EZ Z TZ OZ 6I rill LTI9TIET1ZI1111 �ILI�I illi. IllllllliIIll II!lI111 :lIIIIIII Ililllll IIII IIII IIIIIIiII li�lllll mill,1111_ll �f! 1111L1.il .lal �. �1 . 11(II1�1 k r 1, q �1 1 t { t BUILDING PERMIT CITY OF T I GA R D PERMIT#: BUP2004-00220 DEVELOPMENT SERVICES DA'rE ISSUED: 5/17/2004 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 PARCEL: 2S104BD-04200 SITE ADDRESS: 13725 SW FERN ST SUBDIVISION: ROSE MEADOWS ZONING: R-7 _ _BLOCK: LOT: 001 JURISDICTION: TIG REISSUE: �(� FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: jYf v FIRST: sf N: S: E: W: TYPE OF USE: SF SECOND: sf _ PROJECT OPENINGS? TYPE OF CONST: sf N: S: E: W: OCCUPANCY GRP: TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. FATED: 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: $ 4,000.00 Remarks: Fortify foundation retaining wall and structural beam. Owner: Contractor: K!L^ul.1URN, NANCY PEPSIL CONCRETE 13725 SW FERN ST. 11890 SW 3RD. TIGARD, OR 97223 BEAVERTON, OR 97005 Phone: 503-524-2320 Phone: 503-754-7073 Reg#: LIC 148010 FEES REQUIRED INSPECTIONS Description Date Amount Footing Insp �I;t ill.l�j Prr nit 1-cc 5/17/2004 $81,70 Foundation Insp Framing Insp (TAXI R%Statc Surrhvl 5/17/2004 $6.54 Final Inspection lit il'I'LNI Phi R% 5/17/2004 $53.11 Total $141.35 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 wi"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 Notificatir i Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy c these rules or direct questions to OU'JC by calling (503)246-6699 or 1-800-332-2344 Issued By: ✓�. 1. C ( �� �. rt` • . f � Permittee �� ~ Signature: MAL U Call 631-4175 by 7 p.m. for an inspection the next business day Building Permit AnBljcajiop FOR OFFICE USE ONi'V I --...., ('it Of Tigard 7D. eivedpennit 14" 13115 SW Hall Blvd.,Tigard,OR 97223 1ul�i, n Re%lePhone: 503.639.4171 Fax: 503.598.1960 t eBy. other Permit Inspection Line: 503.639.4175 e Ready/By — J.is" 0 See Attached Checklist for Internet: www.ci.tlgard.ot.us -'I I Y t-" i Il.rAl Notified/Method — _ Supplemental Information �,i nl �,p.�r•, r11vI�lU� TYPE OF WORK• REQUIRED DATA:I-AND 2-FAMILY DWELLING ❑New construction ❑Demolition Indicate tees*are based on the value of the work performed. ---- Indicate the value(rounded to the nearest dollar)of all Addition/alteration/replacement ❑Other equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. I-and 2-family&%ellwg ❑conmierclal,irdustrial i Valuation: ElAccessory building ❑Muhl-family Number of bedrooms: T ❑Master builder ❑Other Number of bathrooms '— JOB SITE INFORMATION AND LOCATION Total number of floors Job site address: �J"�o� uL� ( �-h r - New dwelling area square feet City/State/ZIP: / ' 74- Garage/carport area: square feet Suite/bldg./apt.no.: Project name: Covered porch area: square feet Cross street/directions to job site. heck area: square feet Other structure area: square feet r fQUMED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no Permit fees*are based on the value of the work performed. Tax map/parcel no. Indicate the value(rounded to the nearest dollar)of all equipment,matenals,labor,overhead,and the profit for the IASCRIP�ION OF Wdik work indicated on this application. FOY+-i Fv fT-,LLr,&Gi c-y, r'4_t-Ctit to t n V cL o Valuation: S Existing building area: square feet New building area: square feet [I PROPERTY dWIVER + ' (]'1ENANT Number of stones: Name: K�cli l LL- KI Type of construction Address: ?j-J s VJ 1--v r v� S 1 —-- - — Occupancy groups: Ciry/State'Z � � C( ' 1 7 4-� 3 ---- - Existing: Phone � i�� - --- Fax:( ) _ New ❑ NMICANT ❑ CONTACT PERSON (NOTICE Business name: All contractors and subcontractors are required to be Contact name: licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: junsdiction in which work is being performed.If the City/Slate/ZIP: - applicant is exempt from licensing,the following reasons - - apply ----Phone:( ) Fax - E-mail: _ T -coNCRACTOR - - -- -- Business name: IL" CBUILDING I'Ett11i1T FEES*— Address: - -- Please refer ro jee schedule. City/State/ZIP: { �� Phone: CV 1� L)r'; —-_ — ( SOL 7 5� - 7 u- 3 Fees due upon application — - - — Amount received CCB lie.: ° 010 — �_ -- Date received: Authorized signature: /� �� �''� This perinit application expires if a permit is not obtained `�-J�/�+�' ►�"— — ssithin 180 days after it has been accepted as complete. i. Print name �Lth�� 1�1 u� to Date: 5 1 7 0 * Fee methodology set by Tri-County Building Industry 1 Service Board. ftBmldina\Perrmu,BUP•PerrrutAppdoc 12103 /40.4613T(II/02/COWWBB) One- and Two-Family Dwelling Buildine Permit Application Checklist MR OFFICE-USE ONLV City of Tigard Rere1tei' Perri' 13125 SW Hall Blvd.,Tigard,OR 97223 Date/Br' - - Phone: 503.639.4171 Fax: 503.598.1960 Ascnciated perms 24-Hour Inspection Line: 503.639.4175 ❑ Electrical ❑ t'I,m,bu., ^• ;; . Internet: www.ci.tigard.or.us ❑ Other _ PI,AN REVIEW Yes No N/A 1 Land use actions completed. See jurisdiction criteria for concurrent reviews. 2 ZonlnlS. Flood plain,solar balance points,seismic soils designation,historic district,etc. _ _ ❑ 3 Verification of approvedplat/lot. 4 Fire district approval required. Name of district: 5 Septic systemep rmit or authorization for remodel. Existing system capacity 6 Sewer permit. _ �] 7 Water district approval. _ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. __ ❑ 9 Erosion control ❑plan ❑permit required. Include drainage-way protection,silt fence design and location of catch- ❑ basin protection,etc. _ 10 3 Complete sets of legible plans. Must be 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-size sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if copyright viol-lions exist. I I Site/plot plan drawn to scale. The plan must show lot and building setback dimensions;property corner elevations(if 11 El there is more than a 44 elevation differential,plan must show contour lines at 2-ft.intervals);location of easements and driveway;footprint of structure(including decks);location of wells/septic systems;utility locations;direction indicator;lot area;building coverage area;percentage of coverage;impervious area;existing structures on site;and surface drainage. _ 12 Foundation plan. Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details,vent size -� and location. _ 13 Floor plans. Show all d'inensions,room identification,window size,location of smoke detectors,wattr heater, El F-1 El furnace,ventilation fans, Aurnbing fixtures,balconies and decks 30 inches above grade,etc. _ 14 Cross section(s)and details. Show alt,taming-member sizes and spacing such as floor beams,headers,joists,sub LJ - floor,wall construction,roof construction. More than or.,cross section may be required to clearly portray construction. Show details of all wall and roof sheathing,roofing,roof slope,ceiling height,siding material,footings and foundation,stairs,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 greater than four foot at building envelope. Full-size sheet addendums showing foundation elevations with cross references are acceptable. _ 16 Wall bracing(prescriptive path)and/or lateral analysis plans. Must indicate details and locations;for non• 'T prescriptive path analysis provide specifications and calculations to en ineerin standards. 17 Floor/roof framing. Provide plans for all floors/roof assemblies,indicating member sizing,spacing,and bearing ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered 11 ❑ ❑ I systems,see item 22,"Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current cede design values for all beams and multiple joists over 10 feet long and/or any beamfoist 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 be stamped by an engineer or ❑ architect licensed to Ore on and shall be shown to be a licable to the riroicct under review. 23 Five 5 site Inns are re wired for Item 1 I above. Site plans must be 8-1/2"x 17 or 17 x 17". ❑ _ 24 Two 2 sets each are required for Items 16, 19,20 and 22 above. _[] 25 Building plans shall not contain red lines or tape-ons. "Mirrored"building plans will not be accepted. ❑_ _[] 26 "Reversed"building plans must meet criteria outlined in the Permit&System Development Fees document. _❑ 27 "Drawn to scale"indicates standard architect or engineer scale. [� _❑___ 28 Site plan to include tree size,type and location per approved project street tree plan(if applicable),and City of Tigard ❑ ❑ Street Tree List. 29 Site plan to include tree protection measures as required by conditions of approval. 30 A Clean Water Services'Sensitive Area Pre-Screening Site Assessment form is required for all building additions, including decks,patio covers(over non-impervious surface)and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. _ 1:\Building\Pemuts\One-Two-FamilyChecklist.doc 11'03 SEE 3 5MM ROLL# 23 FOR LARGE DOCUMENT CITY OF TIGARD 24-Hour BUILDING Lispection Line: (503)639-4175 INSPECTION DIVISION Business Line: (503)639-4171 Received __ __ Date Requested '.-'— AM PM P Location --Suite-- MEC — Contact Person PLM tt��>:— P Contractor h ( Ii,77 6' 7 3 SWR ILD _ Tenant/Owner _ ELC _— g ELC Foundation ACC6S Ftg Drain ELR _ Crawl Drain Slab Inspection Notes: SIT ---- Post&Beam Shear Anchors -- Ext Sheath/Shear Int Sheath/Shear — i — Framing --__--_--- -_----.________- ------__--_. �— Insulation Drywall Nailing Q_ (L _ --------- _._.. -- --------- --.--._ Firewall ��''"' � — Fire Sprinkler/�'�(R - --- —_ .. ----- _---—------ ---- -- Fire Alarm 7 YIa Susp'dCeiling y ----- -- --- -- — Root Othe ---- Other(n 1 ''ati✓)�W,, I -� A �- --___ __._ ------ ---- ---- ---- 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 therFinal PASS PART FAIL MECHANICAL ...Post& Beam -- ---- --- —..____--- -- -- --- -------- Rough-In — Gas Line Smoke Dampers ---- ---- - Final — — PASS PART FAIL -- --- --- -. - - - -- -- -- -- --------- -- ELECTRICAL Service Rough-In IJG/Slab ----- — ---- Low Voltage Fire Alarm —� Final F1 Heinspection fee of$ ---- required'before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE— _ U Please call or reinspection RE: — Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Date--��—`- I -CJ's----- Inspector ter_ _ _---- ---- -- Ext ------ Other: Final DO NOT REMOVE'this Inspection record from the job site. PASS PART FAIL