Loading...
HomeMy WebLinkAboutPermit D2000-286 - HOLTTUM SHORT PLAT - LOT 3 NEW SINGLE FAMILY RESIDENCEHOLTTUM SHORT PLAT LOT 3 5335 S 740 ST D2000 -286 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 167040 -0217 Address: 5335 S 140 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Permit No: Status: Issued. Expires: D2000 -286 ISSUED 10/05/2000 04/03/2001 Const 'Type: Occupancy: DWELLING Gas /Elec.: GAS UBC: 1997 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: UNKNOWN Sewer: Wetlands: Slopes: Streams: Contractor License No: TENANT HOLTTUM SHORT PLAT - LOT 3 53'35 S 140 ST, TUKWILA WA 98168 OWNER OLYMPIC DEVELOPMENT NW INC Phone: 206- 246 -0055 PO BOX 69736, SEATTLE WA 98168 DARYL TAPIO Phone: 206 -246 -0055 PO BOX 69736, SEATTLE WA 98168 k : 1r * k k k * : * * • k k • k * * * •k •* •k * * :k k : 4 k k * * - k * :* k * * * * * : k * k k * * k k k k k k k k k * * k k * k k * * k :4 * k :k * * * 4 k i k k * * A * . * k •* * k Permit Description: CONSTRUCTION OF A NEW 2,359, SO FT SINGLE FAMILY RESIDENCE AND A . °400 SG FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE :CURB CUT/ACCESS, LAND ALTERING, SANITARY SIDE SEWER, STORM DRAINAGE & 3 /4'.';PERM. DOMESTIC WATER METER. REFER TO UTILITY EASEMENT RECORDING NOS. 20000918001020 AND 20000719000858 ON SITE STORM DRAINAGE CONSTRUCTION *kk:kkkkkk *• kit************ k*** k**A***** k******** 1i* k* **k•k:kkkkk*kkkkk*kkkk'k*k ekk * *kk*kkk Construc't:ion'Valuation: $ 210,694.50• PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control. Zone: N Hauling: N Start Time End Time Land Altering: Y Cut: 30 Fill: Landscape pa Irrigation: N. Moving Oversized'- Load: N Start Time End Time Sanitary Side Sewer: Y No 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street -Use : - N Water Main Extension N Private: N Public: N *• k****• k* k* k**********• k: k*******'*** k** k*** kk; k*** kk* kk• k• k• k* k• kk• k: k k* **•k•k* *•kk *•k *•k* *•k**kk•k TOTAL DEVELOPMENT PERMIT FEES: :fi 3,023.33 k '. k**: k*: k k**** * ** *•k *** *•A*A* * * ****k**** k *** kk* ** ***'A*A'A******k * **k * CONTACT Permit Center Authorized Signature:_ Date: 1o" I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:_ _ �.� <• ? Date: /O —S Print N aive : _ _Ia S__ /76, /_`_l[a� 45 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. re w' VI c.� 0 ' N G ` w w' w 0 • Q P.. Z u.1 u j U yi 0 —j G Hi w W ; I Vi ii Z =. N ' 0' Address: ,5335 S 140 ST. Suite: Tenanl: HOLTTUM SHORT PLAT Type: DEVPERM Parcel if 167040-0217 CITY OF TUKWILA LOT 3 Status: ISSUED Applied: 09/01/2000 Issued: 10/05/2000 ***********************************************k************************** Permit Conditions: 1, No changes wi 1 I be made to the plans; unless approved by the EnginaV and the Tukwila B u i l d i n g , Division. , 2- Eng 1,9,60IPted truss drawings ,and calculations shall be on site andf available to,tlia,:lbUrlding , inspector ..eor. 'inspection It, purposes. Documents shal 1T bear the seal and signature of Washington State Professional Engineer. All construction t'o ibe rdone in conformance with plans and requirements of the Uniform Building ,ode '''(197 Ed i tion) amended, Uniform Mechanical Code (1997' Edition) and Washington 1 ::;tate ,Energytode (1997 Edition) ,,' ,• ., ,.. Plans''','„specifications, , ions shall not -be,pon-'•,, . Val idity''' of Permit.:: The 'issuance of a permit .,, or , approval* , ', of struedi to':, a permi tfor', or an approval of, any violation::', of any of-,.,the provisions of ',he.' building code or of , any,,, , 'other; ordinance of the: jurisdiction. No permit presuming to -. ... . ,, , give. ack ty to violate or ,cancel the provisions of this coije, shall be valid;'''' •, ' '''' : ' ... :„. 5. A1:14'Pe'rmits, rihaPe:ct ion., reord:s;' and appt'o■ied plans ,:sha 1 1 be,, avaj9 c ab 1 e 4e ' the job site ,' pr, i dr to the start of any con. seription:„ These.'doc,uments .are to be maintained and avail- able until, f i.nall',.-i,PsPecitYon Pproval is granted. ., 6. Contractor, shall riotify,,,,PUbilc Works - :,: , U,.t II i ty InspectOr' at l'206-433. of commencement and completion of work a V:' 2 " , least, 24 hours„ep . ,advance. v • COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS., FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST Permit. No: D?000-286 Temporary erosion control measures shall be implemented as the first : business to prevent - sedimentation off- site or \J40 existing 'storm drainage fa01 t 8. The s i t e shall have p e rma nen t,„erosion 'control measures In place as soon as possible after f)nal..grading has been completed and ':prior to the 9. FROM OCTOBEW Is.fHROU2H APRIL COVER ANY LO ANY STOCKPILES/THAT ARE.1.0 ..IV OR STEEPER AND HAVE :IV-VERTICAL RISE OF 10 FEET OR MORE AND WILL .BE,1.1NriiKEDFOR GREATER THAN 12 HOURS. DURING THIS'. TIME PERIOD, . COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. •-*. • ; • re 2 00 (00 cowi (ow w o g w o UJ M D O () : o_ C3 1- U) Il i w o X C.) z in•■ YZ Word, affecting traffic flows shall be closely coordinated with the City's Utilities Inspector. Traffic control plans be submitted to the Inspector for prior approval. I It is strongly recommended that storm drainage designs be certified by a licensed engineer; otherwise, the owner assumes liability for the design and any subsequent related damages. MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO ; FINAL CONSTRUCTION APPROVAL:. 10. Water Meter Type: Water Meter Size Quantity ;Work, Order No Connect Install Deposit: •Add'. 1 Insta 1 1 `:,Degas i t: Plan Revi � ,fee: Insp r ction Water Turn. On Fee S} ecial to 'Sse Asma`rit: 40ther Fee: Permit No: D2000-286 Status: ISSUED Site Address: 5335 S 140 ' ST Location: WATER METER A WATER METER B WATER METER C ATER METER SUPPLEMENT DEVELOPMENT PERMIT Applied Date: issued Date: .00 $.00 ii 00 ` $ 00 x.00 :I $.00 t.00 3 $00 s00 ' $ 00 $.00 is s.00 4:.00 t $.on 0O. 'f' ,'; $ oo 09/01/2000 10/05/2000 CiAn: TI Sp' X.' J1th.'. Ms5S9it�y3�ts" 11 h..v4hz ..rte u) w 0 . g;77! LL ' s 1lJ� Z LLI > p o w Ill U. o ` Z s H I 0 f" Project Name/Tenant: 7'4ay3 Value of Construction: 2IDG09/ Site City State /Zip: J'xx S• /& 6 S. iukcnla (A/4 9,4/6 s Tax Parcel Number: /6 7 44/0 D2J7 Property Owner: a y «p /e. . 1r A/w i NC . Phone: (2,94)2,-/6 - 005 Street Address: City State /Zip: Ro. ,2x 6 9'731 S4frLE 14/4 99/6B Fax #: v‘,.) 2.9 - 0o33 Contractor: (s /ow ) Phone: (S'g Street Address: City State /Zip: Fax #: Architect: _ 71Sk O,�Ju/,JJ Phone: V60) 26 0 -/ 76G Street Address: ��• City State /Zip: � ,✓,� 0/.y iIANGOuv( (4/4 9,o 82 /44 OZ A/, 4 / - P.c •t Fax #: U64 Z F o - /g6/ Engineer: MDT 6,r6 / /es/ Phone: (2 4 96 - R8/o Street Address: City State /Zip: 3:5/3 S Gov 11 1 Actauaa' (J4 9goo/ Fax #: (& 7) 9'6 -fQ6ol Contact Person: D,ww 7.74/ P/J Phone: (Zo) 24‘ — o o cc Street Address: City State /Zip: o. /fox ( 9736 -C44-7-7 v4 98/6 9 Fax #: L-. 02- - 6 0 33 Description of work to be done: /W ui ` p A/t r/ f/rc z - F9 izCs /p4 ,s'cE Type of work: m New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 2( Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2 - 359 sq. ft. Dwelling sq. ft. Covered Deck(s) 440 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) •9 % *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUKL'LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 o r FO .TAFF USE ONLY Project Number: '. ' Permit Number: Pz000 Single - Family Residential Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL;PLAN; REVIEW OF THE FOLLOWING: •.°(Additional reviews.shall be determined by; the Public Works Department) ' ❑ Channelization /Striping IJ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: in Flood Control Zone El Hauling ❑ Land Altering: GrCut 3 0 cubic yds. El Moving an Oversized Load: Start Time: End Time: , Ianitary Side Sewer #• El Sewer Main Extension 0 Private 0 Public L y I Monitory Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public 11 Meter /Pormanont # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: in Miscellaneous SFPERMIT.DOC 2/13/97 Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 9-7 -co Date application expires: Applic oi taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM z ~ W tY UO rn W W I H N WO 2 � gQ CO I W z = t— H O Z 1— w w U � (L) 0 1— Ww H0 L I O .. Z U= O Z BUILDIN OW IER OR UTHO /ZED AGENT: Signature Date: / 46) �f Print n - �7AhV L ./ �% ne ocl y6 -0055 ba„)(1) z e/c -o u 13 s 6-ow 6 ?6 ity /State /Zip: .,fry rn/,9 9B/6 g ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST : UBMITTED WITH THE FOLLOWING ➢ DRAWINGS PREPARED A REGISTERED ARCHITECT OR PhuFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State nergy Code Data (Gas /Electric /Oil /Propane/Heat Pump) Form H -15 available at Permit Center % - • rescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building: Owner /Authorized Agent' If the applicant is other than the owner, registered architectengineer, or contractor licensed the State °of Washington, ? a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the' permit will be required as part of, this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY ByTNC OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z w o: 6U 00 w= I- w 2 �Q = �w z � 1- O w ~ U D o � wW I- L I O ui U O~ z i1 A*k.lrolr *** k kAA* AA4.***lckA4.*A *A * ** *A• *;k •,k A• *AA *•{•k-M.k4 * %AckA *:t t:A•rbAk "ITV OF TU4 i4ILA, t • FdAN8MI1• k4 h1:t' • "k Ak• k " A*a* Aa '.k•,l*"•bA *:k•,t:kktl" *• A A :YAk•k *A *k:l*. k 1 RANSMIT ' Number: 89800370 Amount: 1,973.35 10/05/00 13:24 I'acvment Method: CHECK Notation: OLYMPIC LEVELOP34, :cnil:„ BL1•i Permit 11a: 02000••21 Tvpe: I EVPERii DEVELOPMENT PEI tT Ptrr^c�e1 Na:' 167040••017 Site Address: 5333 S 140 5't' ThH>ti PaymPra 1,3 tF�4Cri: {,ti +ils i�'i7: li 4 3.35 • t ,�1 �'.F'. t ^..tSi , S tug•. y;r Total Fen €. 3,023.33 7 Total ALL Pints: 3,023.33. (3a1`ar .00 *, lA. AA * *A* *** *4A : *4A11A A• A• A•AA•d• . is4 *:k*A•.AAk4*A*4*of*A4AAAAA*AAA Accounu'_Cosl.e . Desc :rip i on Amoun 000/345.830 PLF1N: CHECK - NONFES -1,049A8 0.00/322.100 :`. BUILDING - 'REG 1 „515.35. 000'/345.830 PLAN CHECK RE;; 1,049.:8 000/3;45.034 PI_1 U' :CHECK: UTILITY 20.00 °° 0 /. 345 . 830 PLAIN CHECK - IQFt1LR METER 10.017 000/3136.904 STATE BUILDING SURCHARGE .4„ 50 0011/3,42. 400 INSP FEE _• UTILITY 15.00 4123 400': IN5P: FEE •- STORM DRAIN 15.00 402/342.400 ]:N. P` FEE' - Si'1E /SS5 20.00 40i/38S-102 WATER . CONNECTION 60”00 00 401/386.520 WATER :INSTALLATION (DEP) 150.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FIE 25.00 000/'322.100 LAND ALTERING PERMIT FEE 23.50 _. .. - .... . nvr 1f7/06' - 9717' • - TOTAL 6030.95 •jo A z PERMIT NO.: D20004.210 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel Fr 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing cg- 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation 0801 Wall Insulation 0 ,. 00802 Exterior Roof Insulation 00803 Glazing Inspection 00815 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire ❑ 0 1700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special -High- Strength Bolting ❑ 04006 Special- Structural Masonry o 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS ir 0001 0010 ❑ 0011 ❑ 0012 No changes to plans unless approved by Bldg Div Special inspection required, notify Bldg Div Special inspector shall submit final signed report New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment $ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shall be special inspected --0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 00401 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." �( (� 0 "Water heater shall be anchored...." " Reroot" Gir Plan Reviewer: Permit Tech: as Date: 20 ‘ Date: ID -1-W INSPECTION RECs ;D Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300,Southcenter Blvd, #100, Tukw WA® � (206)431 -3670 Special instructions: Approved per applicable codes. COMMENTS: Corr't . Yp w, V\n P Inspector: r Date:. s 1`i -o 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt, No: Date: Corrections required prior to approval. I I INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Special instructions: (206)431 -3 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: r/ WIN Ct 'f7) r \ r rN — u I YOVed. Inspector: —` Date: 3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �. s t. r + a u...r.n. - . ; 5$ J (fe�dM ^u`R. ti3 24C:kG ?:3A�i�d Ora id 5, 7 W k itt�'rY»rr 164:c. ,l3; wtc�^r,o..r, -.ry COMMENTS: A L) i 1 vv- lmct-Ve r icAs a v rl '(-1-e Lr i S 1V\ 0rr S P ar� e R La4e yYy40ve. Date called: 5 — 11'0 l Special instructions: �•) �o w� i \ NJa p r \Da trV'i-Pr t v c ray,! Phone: u b 1=7 c c1 i 1 3 F \emsi W B - E >°4- *A\ can vi4 at 1 uv vlure y1P•tod bP - 1.9"41 , c (( --)p cc 1 \1r. (1jc k 1 Vle4 'fqd io v+ �•� Sk9 s \ PUA it N --\-0 `ti v e IA1 to \ 19 1N 0J� 4 bav\ -3 /6 1 ` \My" 14V1Ce Project Type of Inspection: Address: 377 1 — o . Date called: 5 — 11'0 l Special instructions: Date wanted: a.m. C — H *01 p.m. Requester: Phone: u b 1=7 c c1 i 1 Inspector: Date: 5 `1--V O1 INSPECTION RE D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D PERMIT NO. (206)431 -36 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ln`•L1,Lxr.F+`:si�A+f✓ "c;;$;.:� „:a. -+, :Y�i�'.i•;.'',,., w g 8 cow F i to 0, LLQ = CS H W Z o uj U0 O • 0 F-: W LL Vf O 111 Zs r On() 286 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Project: � o (4' U m Address: 5335 S St Special instructions: Type of Inspection: 5i ina Date called: 5 —) 0 —01 Date wanted: 5-' 1 -0' a•m Requester: EY 1 G Phone: b - 7g6--99I Corrections required prior to approval. COMMENTS: b! -�Zit..cQ clf//c)/ u 51 / I - . Vii /or 40 6 oufro I Inspector: Date: .? t 1 f /01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: a.�a....� t1-. 3..., NF, be: iS.: ..u1A4.'AeL'3cietu.11lVm.J' /„ isdxds'.(i ?.�A. #t. L?s if.7 Project: I / i �� ( Type of Inspectio :p Address: . Date called: a g 6/ Special instructions: ns Tom` I rl\¢.e ! Date *anted: a.m. , a n2 p- - 7/d 1 p.m. Requester: Phone: '',: G- Wit 20 f o i7 INSPECTION RECORD) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DZa PERMIT NO. (206)431 -3670 Approved per applicable codes.. Corrections required prior to approval. COMMENTS: 7 ` 7 7 ° 4 Q '► f it .{04 RA D75A t(n't , ! Inspector: Date: ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f r .:1rte"1.i�i; '.u1tr.a.:24'"a,'k+'i 3s' 'lsrmar4:45:t ..c; ..?..)i '�Ww....N. . ti. rN ...'•*.a..:,,.,a;et Project: Dl trpic Development Type of Inspection: wait Service it/15 -iGtIlu.}14Yt Address: 5335 S 140 5+ h Date called: 2 -22 -0! Special. instructions: Date wanted: 2 -23 -01 a.m. Requester: d im Guess Phone: 206 -7q4 -14 21 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. D2oao -2 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: d/ 4 s Est kAe -Q StA f 3 c- 04 6,v( / sty 7 P r- Inspector: 6 Date: 2 2 y 6 i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid' • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: - Ld:.:. •.L i:�.i:az...�a�.nr ;,.:.,�'.,,ry x. ».:::;a' •sr. it #our..::;.: •�.`a.w;.,...l tiiru. ,+.r..iy:..�.'.x ,.•..A +Y V.F.�.....l�ri' s... �.X St.Yi.b.iwp;nvr ;nil^.ti*li 11�16�1i� ',kJ�J� „V" - '.53r:A':. tr./i A�6'irSJSb .:.F,f.a:r,S'.. i_ �)� S: rii. -t : r 4.h't. Pro e t Type of Inspection: Address: 53 a . ' so PIO ill Date called: Special instructions: 4 6 r 3 Date wanted: a.m. P.m. Requester: Phone: Approved per applicable codes. INSPECTION RECt RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D 2.o00 -2S PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 3 / Wo i 6 9 --(/L, 2-V Inspector: Date/ / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L.51 . r2 t .` Ct'd�' k9'.fit"' h" i '' ' .J tied r ' ' :"''"" ' t ` 14' ; ;y .� „nr tac..cAuas.( ..'a' .vtint'CimL:l3:i�u<`' 41ru'llr4F1 '' c;.aa[ .�.s.nik4.tr.;..eMw. as:.arvvvu6e,'Z,•,s?;�tA .1+JtiJr ?+iv .:a,(d::i Project: Type of Inspection: / Address: 53J 5 , y ,, � f Date called: S pecial instructions: /01.3 Date w nted: � fr.S /G / R equester: p.m. EP7G Phone: . - a6_ in 6 - 99// INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit an-Z86 Corrections required prior to approval. COMMENTS: u Gk) Sear t &.rA i' S Cnvy+ LSt1pitr- 1A., (. I j/V i I" , r c,; p ✓'d vest � P Inspector a t-`„ Date:` ( c... Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (1S .ttialiaW eZo M r f� "v4= �t.'1Y". _ _ - _ •� tii�W ,it r `- 0.;16:5 .1 " G'F.yY« N. }•'. 11., 7 +' R Mt- t.�'+�i.l: Project: /-/O /'/wi KeSlcencC Type of Inspection 1nSUI afi d1 i Address 5335 5. /po w . Date called: .9/e /o/ Special instructions: Date Wante : al v 1 a.m. p.m Re uester. q • 'IC Phone: 00/ — 1 7Ro - 9 9 /i Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Mom l' PERMIT NO. Corrections required prior to approval. COMMENTS: 1 1) 4 d )).-,cti4/th $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 4 F]FIJM1L w �• dS.'� J _ Project• ! -- (`f�t t b'1 Type of Inspection: htl'•tiii't4 • dr ss5 S Ida . � �� Date called. D l r•• Sp cial instructions: 01- 3 • Date wanted, /Z .14. / / p.m. Requester: v , G Phone 2d0-7g6-99 I I Approved per applicable codes. 411 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 W6:66'-'2sd PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: c�v�trPc.� i rnA 5 ►nn� 4-e --s. r r ,it)ea O_-\ \. Y,ssk4Z\ /vv‘ ci Date: 2 0 ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;I.0 esY.iakxly "+* .n [. + .ry rx• .��e.1'%� <� wGiLhl✓f�Yi+rl� "U•Ya aN of 0i44v51kl: >a9' Wi N LL W OO J LL i = - W ut N Zi W O ' z U N` Z Project: lG kill) Type of Inspectio : -dil Address: X ' No •-• Date called: • /io a/ Special instructions: Date wanted: a.m. Requester: Phone: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: J..u. 4 ,� .i e'.r�..SN.aI•:x4iW.ua! INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188∎ Inspector: Approved per applicable codes. INSPECTION REC Retain a copy with permit PERMIT NO. .f Inspection P •j- / vovi .a: /I . Sp�cia�structions: f(.• -- CC � J Ty 'e Date called: Date wanted: 0/ 61° a. Requester: Phone: (206)431 -36 1 Corrections required prior to approval. COMMENTS :) 2 A.-3 s /)-r .4 /o• S 4G!lt/� 1/G�� "0131- Joi\s)- J,1 4/14.1( '�': tJH� 6.1`40/1/1/1a It/ ;S4iwt 4trall 6 //raw, • /� - e-, 5 I - 441/Z 4 /-1 4, : S .�N''d & +,)"3 /' l J c, 14' + O,. Date: $47.00 REINSPECTIO E- REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Meafifigi,itlaizattesuir. ?o4tia /thd.'g? x..v14 cx r' s 1,4 r ,;;.D�A.r C.S J. .ktiW.4U aa4.E gaud ' a!'a M.s k +r3 hkir ∎ ;4; +`:cvi vwia. v4 ° r4 s..,t n MCw , l+in.�ti J:Luu.,GGt • S N w : co t. w o . g -j wa = a I w z w �° :0 -: w v L I 0, Xt 0 Project: 1 Ho o J - I T U YY1 Type of Inspection: S . d e sewer Address: s PIN, St Date called 1-22- 01 Special instructions: Date wanted: '✓ a�m� I — 2 =Y — .1 p.m. Requester: Phone: 20b "78 b-cl 9 11 5 S f l lt' INSPECTION R t ORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. D2000 - 281 (206)431 -3670 Corrections required prior to approval. COMMENTS: ri 6 f ?/d/ 5 Ira 4Q4 /0/(-4D 4 -. s moil? 1 Gvyy,c J Ij L- /5 O Inspector: v ) Date: fi 1 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Insp tion: '' Address: ) - � 6 /go Date called No Special instructions: Cap C ea I N Y. c Pic Date wanted: a.m. I -fI- °/ Requester: Phone: law - gg ( 8911 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 - 3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - rA ?promo. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 0 to § i: NW N IL: O U IL, Z O 1-; 2 U ff 0 H W Z, U CO; Ham O 1 2‹ Approved per applicable codes. INSPECTION RE RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project: / V 1 W Addre s: � 35 S Special instructions: Typg,of Inspection: flaifred Date ca led: 12 — Z. - 00 Date wanted. 12 -2 Z - aU a.m. Requester: C P : 7 P Corrections required prior to approval. COMMENTS: '✓ ►or 5)\ .4.- l.3c I 1 IA (WC! Inspector: Date: J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. �ry ibase:+ inolacsaM'. .ttidAttko8'•`Nmod"h4474WAiit ia' ..' S AS a...6JI L441.'.)y :.!(yiY.LM1ed W O ,` g —t u.Q ?� W cy W '1= o • 2 11.1 uj 74 1 0 W U H Vi u. — LL z U N: O ' Z Project: / / � f�?j �... Type Pki9 pedi: � � I 1 � �l. I hear�a Address: y 5335 S. /Lfl� . Date Il ed o'? p� o/ Special instructions: 5,79 / Date wa ted• a.m: Reakester: Phone: 27)6 - '?gt - 9/// IS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 proved per applicable codes. Inspector' INSPECTION RECORD Retain a copy with permit ‚lig PERMIT NO. (206)431 -3670 Q Corrections required prior to approval. COMMENTS: Date: , Q ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :'.u.I✓.r�. ,,..�;6r .v ,Ku_.I.hIJVra.aE :Aj ddn� c nulo +.ukr .d kS +� .an., Project: , - {U}}Ct T of Inspection: Wall MO Address: 4335 S. l y0 - f D j PQ y a t called: 1 .. —/3 -00 Special instructions: Date wante : Jz- -oo a.m. p.m. Requester &t x C_. P hr2 : ) 786 79 // INSPECTION NO. ' INSPECTION RE D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 81 - Approved per applicable codes. El Corrections required prior to approval. COMMENTS: E ) 1fitt L)G( v 0.)e r't P tJ * h� WO ( Q. cxu tevA Inspector: W 1 ,� '`^ � jr7 Date: 1 _ 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L4 14.A4, • A N LLi 0' g -J LL Q . W Z Hi Ci N; o H. W W' 1 zl z Pr I ct: f • T e of Ins bon: Acid . s. 5 S. L/J S f l 't(I1 f T Dat- galled: r /� ! S ecial instructions: �/�. z li .✓ Date wanted: - 7707) a.m. p.m. Requester S Ck Phone: 0 —7649 /i 12 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 - 3670 Corrections required prior to approval. COMMENTS: Inspecto . Date: I - J ` OO $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: d'. di VS 4.7%it' • ;.,...le;;∎ ti u1,/. „- «.,V434 1 4 a.i1.''414 1.4,44 n.:.P.:r�a, 0 9 u. W 0 2Q LL Q . H tU Z ` O `i:: Z LLI D0 0— 0 W UJ V ' 0 WA ow V N 0 ; Project: N m Short Rai Type of Inspection: ram d rain conne f o Address: 5335 S 11-10411 Date called: II-2251-0o Special instructions: Date wanted: a.m. Requester: r . I • C Phone: 2Q & 786-9911 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: IlibtA4.e 1D p f AO S crud 1-07 wE e. .ejt ()le T' (4tern.. . 47 r e" s� we el a' s- Nei ill 1. ��t` J " rbw Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mtfst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date:' 0 INSPECTION RED Retain a copy with permit D2000-2S6 PERMIT NO. (206)431 -3670 Corrections required prior to approval. rvrr; 1'1o0n' "3t#ia:a' 4::.:VitwtQL:�:4�.itit3rf ,a r'a cvru ia«;a»r� :r wm� pi a -� � � s�. �v °aa : �w iifftat 5k� tlYrf' UiFlwt�itti .�'M�.vtTiiF•k�`�'AOM4i.+rv. Ca....Y N.tlw.. re ��.1TA. U.4Y, t:.it� ti ...t. n tv II l co Z ~~ 12` w L u 3 p G H Lu H U o : tl . Z o z Pro ect: c r `i - 0+ ."5 Ty a of Inspecti n: • 1° (' Ct Lol- -- - �.Xc e �. . A ddress' S3.Sj S I N G S Date ca Iled: 11 21 I �o Special instructions:. • Date 7 2/0 ed: antm`` 11 0 p.m. ligquester: Phone: INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D2CZ0 "2 06 PERMIT NO. (206)431 -36701 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ❑ $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ~ l ZPA _., li - �Y.� —tr a �• .: 4a,.404i 4554A, n uiub + s i w A4 . •n'M ,.u•s.. Kixr:; Su ':5xr.a,P,, ..rd�i Pr ject• -u►M LO 3 T e of Inspection: 7N t oe tnc D r ct (PI Address: ' ?,S S l qb S Date called: J I I - ci — 00 Special instructions:. Date wanted: 1� 11 (D6 p.m. Requester: -ri c Phone: 2 . 0 — 7S0 f1 INSPECTION R RD Retain a copy with permit INSPECTION. NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect AIUY•Q Date: 1� LI_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ig jgct; i 5h nrf 0411013 Ty e of Inspection: t (A. c& / VV�2. - Address: 5 5 /ie 51— Date called: ) —3 Date w ted: 1 - 'i_ U p.m. Specia instructions: P Mier& P one: INSPECTION RED Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved p ap 1' able codes. Corrections required prior to approval. COMMENTS: .L/0 /' /.t /Pe,ei Boat C r ei' /L'St°fc,'701 P e `to vECk t t..re-, 4t t ye.P BoG T '7, E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: f u., )ti.ux.. >.�n�.w au -. t _. v_.n: li 1.44:2e. vl�ul "e:(f:6L1Sf+.:..'ddfi4 jfa. e ur�+.n..E,.+ C.). u)w, w tl Q itA I— W 0, z Z WW 2 C. CI, O.N i: 0F_ w W i H V c LI O l .. z . w N 0 Z Poe� D Frrureler ?Yl S P J4 j 4 tA c - L,01 - 6 Type of Ins ection: 1✓1 F o r? ,c Address: St- Rio 2(o-CU Special instructions: Date wanted: /0- 2-7- a.m. p.m. Requester: Phone: C /� a co 7� " l9 INSPECTION RE D Retain a copy with permit INSPECTION NO. CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300. Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: Receipt No: Corrections required prior to approval. i. ti.✓ • ax ..r.b'l..kw:Gn.,F��S,uiiw'�iAa n�JtiSl, t,w r, 0, 4:1 Project: 1401 vi Short' Plat-hi 3 Type of Inspection: FN min hr v Fnnf trlii Address: GS*3 " S 140 51 Date called: J D- zu — DO Special instructions: Date wanted: IMO I0 2.S=00 p.m. Re ester. � ' .r1c_.. Phone: 206 1$LO- C7 111 Approved per applicable codes. INSPECTION RE a RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Itit .rl.._AaJ 4.,' . .Ca ., . ,r».rt:s. 1 6St ^ia: atitia PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: As\OU I`• e ✓S-ec -Vvc) s 14 `PAY r o k 'PGYratit( Ir-ev\S •frA side --k0 6i, e'ry Yo vQ l $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector. - '. k I Date: lU –01 -00 Receipt No: Date: ,�.e.r. ::✓n 1., . ,.. t,7 <.3- ..t... , ...iY.S „�„.,,: to n.s'N:;4'.yi�.,.;t..a!;Lia' kwvia`kkf if .;d�axsthu5.� .,A)ra:vi��l4na' 3,S:s,�.;. {my OM.a:k: EiKr ,b.,.r...;: tun.,.S.•rc ,.v:� +.. -': t. �,lv, ?. »��.,.a �r, ,: Address Fire Department Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits Retain current inspection . achedule Needs shift inspection Approved without correction notice Approved with correction notice issued FINALAPP.FRM T.F.D. Form F.P. 85 Suite Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 .• . i . _' ia�+w� s +i'. .,Twiin .12;4 AA''+.i441'AVaaw9ldt -P4 “.1, 441 .x�sV e 7. .q ar`rww wi`fia .•.. ^p T �T^ City of Tukwila TUKWILA FIRE- DEPARTMENT FINAL: APPROVAL FORM ( John W. Rants Mayor Thomas P. Keefe, Rre Chief Permit No. j2ix - • n z tom'. w mo U0 co co w 1- u) L w 0 4 ° w F=O z � at U 0; O . z N , O z DeAlt.3 Pero These plans have bee Works Departnitnt f d 9Z Glty stanoaras. Nccepiv and omissions which ncl adopted standardsor ordinan for the ade cy of the do the de *gn r. Additions, del the ac rawings after this ance and will requi evised drawings for subs- 1101 .ions of ,onsibility ,otally with c revisions to will void this resubmittal of ,;cent approval. Fihal acceptanco is ub c ;ct tO field Inspection by the Public Vior':s utilities Inspector. Date: T w ucepUy• • " Access I LA, 5 555 34 aPERM ILA l • eou.16T rL002 ELEIJAToN 9 • an t CaafZAGE 612 P • i 1 • TEST Ise e:ea 7 � or3 • ►'�� �r 3 Hoy` ',r RAT ICo7oyo©Zi 7 I N IP =gyp' 6- c_4t6 P- PowER. D- oaA%A 1 w - UATE2 S u e RECEIVED SEP 0 5 2000 TUKWILA PUBLIC WORKS Daocoehat D 2OOZ& 41. ExIsr E2 , S —TSS SS 9'53'SY0 ORn Rout T s 'MY ON CORNER O PRaP. INE .�xinNa KtNE . r CORNER PRO LINE 5.341 S 14O1N ST. 1UKIWLA. WA 98168 GREENHOUSE FOOTPRINT 237 Sq.R.t 61.79' S LINE OF LOT 10 £KIsri,v c sNwsOL w w N8 9,352"N(M) FENCE CORNER /S S OF PROP. — PH — PH — PH—PH UNE %L10 35.9 ?' / N8957'49"W A ,9b 209.61' 5 6 to +sau a mew+x a s �w,.s,MIR t C1".a'.C,7i:" CATCH TsAssA ,po° wiP\ 0O N C. W W ;W0 2 u_ ? W !Z ;H O 'Z H'W LU 0. 10 (n 0 H ;W W W In _ . Z 0 ( HI' O Z • • nla , i‘u•L= Ivan rcivirmrp0 hy the rt!'ello • 1 D ar i,, :.. • • ....,--77-.,-rr.11 emmot4-- ,tandts . . cI. , / • • - - ' k : ' .• • • ', . , crvors •inissionn v . ..:: - ,.. of .od stEindc., ...:..g...I'lly adequc...• . ' • • osignr. iv' c . e draiNinc:„ ' ts ptange an. 1 . .1' .• -.I of ed dip/inc.,. .. . ;.., , ;.oval, ) I accettancc. . .-1 i::. 1;3 incipcction by ublic Wor,:,. ...:, inspoctor. 1..kt Ae.C5S. LA 1 5,5 i WI tot.i . 1 • 1 1 ' / Lot 3 401 f tou.1661 Fte02 i.EIAI 19 Z. \I- I WAY vi41 MAIN Pes 1 Hc4) 5 ge : 6E ' C-kk - FIECIIIV ED CITY OF TUKWILA OCT 215 2000 FERMI CENTER • / froo • 7' Ger 5 t-k 0 err" wear RAT celogo 0 z 6tare PEA 10' - CoAs P- PowEe D- U2Avos id•JATE12 4 4e 44 ce RECEIVED__ cirf OP IVIO SEP - 10 PERIAIT CENTER "IiIONV. i MDT Engineering 40 2 Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 948 -8810 Structural Calculations For Olympic Development Plan # 2359 1 understan,+ r, July 19, 2000 ,.rte— �� ,...�►�r RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER Building Official: These calculations are valid only with a wet stamp and only for the site noted above. MDT Engineering Table of Contents Paoe No, Scope of Work Structural Notes ii Shearwall Schedule iii Typical Details iv - ix Lateral Analysis 1— 6 Vertical Analysis 7 — 9 Footing Backfill Calculations 10 -11 Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 948 -8810 MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 948 -8810 Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 80 MPH, Exposure B 2. Vertical Analysis 3. Calculations to verify footing backfill is not required We have provided the designer with a revised set of plans to be incorporated into the permit set and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Department, these will be performed at an additional hourly fee of $75.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $75.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. 1 Mibhelle.D. Thompson, PE. MOTErighti lthig +a.li�.:a�. s e,...al a ✓.�r.�u �c4. >us. - a..r Fi' ' STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code -1997 Edition 2. ACI 318-83 Building Code Requirements for Reinforced Concrete 3, HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 2000 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform Building Code Zone 3,1 =1.0 3. Roof Load - DL = 15 PSF LL = 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Deck Load - DL =10 PSF LL = 40 PSF 8. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 2500 PSI © 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb =2400 psi 1 3/4" Micro=lams, LVL E =1800 ksi Fb =2800 psi 2 11/18", 3 h ", 5 Y." & 7" Parallams, PSL E =2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 7/18" min. APA Rated Sheathing - blocked - with minimum nailing 8d common fa 8" oc, UNO. 8d common nails shall be 0.131" 0 x 2 1/4" minimum. 4. Floor and roof diaphragm nailing shall be 8d common 8 "oc at all supported panel edges and 8d © 12 "oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. tom' ku 6v 00 : N 0 w J 0 ; 2 gQ ! d ' w . Z � Io Z H. 2 tu 0 Q 0 N '.. oI w w ' I IL w Z z SHEARWALL SCHEDULC BOTTOM PLATE NAILING OR ANCHOR BOLTS MARK 1A 1 2 3 4 5 6 7 8 SHEATHING 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 1/2" GWB BOTH SIDES 1/2" GWB ON INSIDE FACE ONLY 7/16" MIN APA RATED SHEATHING BOTH SIDES 1/2" GWB BOTH SIDES FASTENER SPACING ALL EDGES 8d @6 "oc OR 14 GA. CIA 6 "oc OR 15 GA. @ 5 "oc 8d roc or 14 GA. @ 6 "oc or 15 GA. 5 "oc 8d @4 "oc or 14 GA. @4 "000r 15 GA. © 3 "oc 8d (ID 3 "oo or 14 GA. ® 3 "oc or 15 GA. © 2 Woo 10d @ 3 "ocor 14 GA. @ 2Wocor 15 GA. @ 2 "oc 5d COOLER OR GWB @ 4 "oc or #6 x 1 W SCREWS 6 "oc 5d COOLER OR GWB @ roc or#8x116" SCREWS ® 6 "oc 8d © 3 "oc or 14 GA. @ 3 "oc or 15 GA. c 2 Woo 5d COOLER OR GWB @ 4 "oc or #8 x 1Y:" SCREWS @ roc 16d 8 "oc OR 1/2" AB @ 5' -6 "oc 18d @ 6 "oc or 1/2" AB @ 3' -2 "oc or 5/8" AB c 4' -6 "oc 2 -16d @ 8 "oc or 1/2" AB @ 2' -0 "oc or 5/8" AB @ 3' -0 "oc 2 -16d @ 6 "oo or 1/2" AB © 1' -6 "oo or 5/8" AB (14 2' -4 "oc 2 -16d © 6 "oc or 1/2" AB (d31' -4 "oc or 5/8" AB @ 2' -0 "oc 16d @6 "ocor 1/2" AB © 3' -0 "oc or 5/8" AB @ 4' -2 "oc 16d @8 "oc or 1/2" AB © 5' -6 "oc 2 -16d @ 3 "oc or 5/8" AB 1' -2 "oc 2 -16d @ 8 "oc or 1/2" AB @ 2' -4 "oc or 5/8" AB @ 3' -6 "oc FRAMING ANCHORS (NOTES: 7 & 8) A34 @ 2' -4 "oc A34 @16 "oc or A35 @ 18 "oc A34 @ 10 "oc or A35 @ 12 "oc A34 @ 8 "oc or A35 10 "oc A34 @ 6 "oc or A35 1 8 "oc A34 @ 14 "oc or A35 @ 18 "oc A34 @ 2' -4 "oc A35 © 6 "oc A34 @ 12 "oc or A35 @ 14 "oc ALLOWABLE SHEAR 130 PLF 230 PLF 353 PLF 451 PLF 545 PLF 250 PLF 125 PLF 902 PLF 300 PLF NOTES 5, 2 5, 2 2 4, 2, 9, 10 4, 2, 9, 10 3 3 9, 2, 11 3 1. ALL NOTES: TE L FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" 0 X 2 %: MIN., 10D COMMON = 0.148" O X 2 W MIN.,16D COMMON = 0.187" O X 3 MIN., 6D COOLER = 0.086" O X 1 6/8" MIN., 5D OWB = 0.092" O X 1 °" MIN., 15 GA. STAPLE= 0.072" 0 X 1 W MIN., 14 GA. STAPLE =0.080 O X 1 W MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12 "OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. G 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL AND BACKED WITH PLATES AND MINA L R WIDER AT SHEARWALL AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TYPE 5 AND S NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM TOM PLATES SHEARWALL IS PLATTES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL. 5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 -INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7, REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3" OR LESS ON CENTER. 10. PROVIDE 2X2X3116 PLATE WASHERS @ ANCHOR BOLTS @ SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE @ SHEARWALL TYPE 7. z c w 00 to o . w I w O' = w z � HO Z ~ U • O O - o ff u. w • W - O' ui z , U = O ~ z 2 4 1 A I3OTTOM PL NAILING --� PER SU) SCHEDULE 2 -2x STUDS SIMPSON I- 10IDDOUIN. FILL ALL NAILHOLES W/ I6d NAILS. EDGE NAILING BOT. PL 4 — r - SILL PL. MEET Nn. i FOOTING DIMENSIONS OTHER FDN. SECTIONS • !e • 2 ANCHOR BOLTS PER SHEAR WALL SCHEDULE. omit. � ( MDT Engineering Consulting Structural Bn•Inenr1. 20413 6611. Avn. A. - '" Auburn, WA 11110111 1..1 1111:LYId.ti 11. 9710AI1'fiON, ME. (200) 11.10 -0010 •,' Boglab"•c4 I'tbtonlonel 1nglneor FACE_OF CONCRETE 10 CORNER DATE DRAM DvcUcoIi t 1/2" - MIN. . h 1 • . , i ' • 1 • • • It , 1••• hill Na. curs:43:n M.D.T. REALE I a 1 T PIc4L s - 4RuU4L.L. D 6 FOUNDATION WALL. COPI'I IGNi 1995 tIPT Engineering LOCATION I 2 A 2 -2x STUDS --- SIMPSON IHOLDDOWN. FILL ALL NAILHOLES WI I6d NAILS. EDGE NAILING BOT. PL 4 SILL PL. SHEET NO. flETAII. FOOTING DIMENSIONS OTI4EF FDN. SECTIONS 11 I TYPICAL SNEARWALL DETAIL FOUNDATION WALL MDT Engineering lll('IIF.I.I.E D. TIIOAMPSON, P.E. Kogh toruI Professional engineer (onrulling Structural engIuoerr 20113 Obits Ave. 5. Auburn, WA WHIM (200) W10-111110 1 ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF CONCRETE 61 CORNER 1/21I - MIN. • a • .P I .. • •. • • • . • .• r . COPYRIGHT 1995 MDT Engineering JOH No. NATI: DRAWN pvcUcall TYPICAL INTERIOR S1-IEARUJALL DETAIL- W/ NO S-E ARUJAL L ABOVE SIIEET N0. USE TOP PL NAILING PER SW SCHEDULE EDGE NAILING PER SW SCHEDULE. SHEATHING PER PLAN 4 SW SCHEDULE. DETAIL \S • B MDT Engineering 1 c Consulting. Structural Engineers 29413 6btl► Ave. S. Auburn, MA 08001 MICHELLE O. THOMPSON, P.E. (206) 046 -8810 Registered Professional Engineer • SIMPSON •FRAMING ANCHOR PER SW SCHEDULE. COPYRIGHT 1995 . MDT Engineering NM N0. DATE DRAWN DocUcoM CHEERED M.D.T. SCALE I " = I ' IDEATION tW BOTTOM PL NAILING PER SW SCHEDULE SHEATHING PER PLAN 4 5W SCHEDULE. 2x STUDS EDGE NAILING BOT. FL, RIM JOIST 4 TOP PL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. SHEET NO. 6 -t I I ' i TYPICAL. SI-4EARWALL. DETAIL W/ WALL. BEL -ODU GWB PER PLAN MDT Engineering Consulting Structural Engineers 29413 66th Ave. S. Auburn, WA 90001 IIICIIEI.LE D..TIIOMPSON, P.E. •.• (200) 040 -0010 Registered Professional Engineer • SIMPSON FRAMING ANCHOR PER SW SCHEDULE. COPYRIGHT 1995 MDT Engineering JOD NO. DATE CIII(E ) M.D.T. SCALE 1 =1 DRAWN !OVATION DocUcoM I 1 N 11. w g J' ILI O 111 uj V 0 0 N 0 1- ill Ili LL 0 . z in 0 z SIMPSON STRAP -� PER PLAN. SLOT PLYWOOD 4 BEND STRAP t1 JST OR BLKG. EDGE NAILING PER SNEARWALL SCHED. tin'... ,..4 BOTTOM PL NAILING PER SW SCHEDULE ILI 51- IEATNING PER PLAN 4 SNEARWALL SCHEDULE. ---' IF JOISTS ARE PERPENDICULAR TO SNEARWALL, PROVIDE 2-2x BLOCKING BTWN JOISTS FOR FULL LENGTH OF SW. - IF JOISTS ARE FA RA LL6L TO SNEARWALL, PROVIDE DBL JOIST UNDER SW. TYPICAL 51-1EARJJALL .DETAIL WHERE UJALL DOES NQT • . 000UR' ELOW COPYRIGI-4T 1995 MDT Engineering l 5 4 3 A 1' 8 MDT Engineering MICHELLE 0. TIIOMPSON, P.E. ReglelP.rad Prniesslnunl Engincnr c spa„ :,�•: Consulting Structural Engineers 29.113 661.1% Ave. S. Auburn, WA 0111101 (206) 9 1011 N0. DATE nR1KN CIIECKEI M.D.T. SCALE I =1' 1.01'A1100 w w � 2 J. at Q z w' ILI La: 13 N.F F-. w . V LU O z 1' 911tF.T N0. A 2x4 TOP PLATE � - HEADER NAIL SHEATHING TO E HEADER 3 O.G. E.W. APA RATED SHEATHING 3 /b" MIN. 24/0 EXP. I (2) 2x STUDS. NAIL SHEATHINGTO EACH °S1() SIMPSON HPAH02°2 1).A./.01 b !Mk /6 'nuTAmL • .! Vs" ' QLR, 8 iTe MDT Engineering I MIt;IIEI.1.E 11. TIIU 11'SON, I .E. , KnglBIerC1I hrofen11lunal En >> = " TI -• • . • i 16 GAUGE STAPLES OR f 8 PENNEY NAILS 3" O.C. ALL PLATES, HEADERS AND STUDS. _,—(2)2x4 BLOCKING 9 ANY PLYWOOD JOINTS. (2) 2x PLATE NAIL / SHEATHING TO EACH PLATE (3) 2x PLATE 9 16' WIDE PANELS. 4 . LATERAL RESTRAINT ?ANEL c 1 U 24" 'MIN. OR 16" MIN. IX I/2 "d i a . ANCHOR BOLTS 1" MIN. EMBEDMENT JOU N0. , Consulting Structural Engineers PATE. . 29413 65t1t Ave. S. Auburn, WA 011001 — _. (200) 040 -0010 ' DP4w•n Doclicc: M COPYRIGHT 1995 MDT Engineering mum M.D.T. SCALE NT5 I.00n1 wN wo a J : LL Q• N 3 = d 1— w. of 0 co ' 0 :o i- w — o U N' 1. MI 0 1-r z MDT Engineering' 29413 55th Ave, s .. • Auburn, WA 98001;.: • '1! 206-948-8810. goor. - rgt)b rtgAm1Q6 A-K/01101247 FrA2 1 6N-k6p•ot. 61-to1itmiGi A#JP NAlukl& p 4;bP4 * OPriak-i A 61'r, //a t7Avre gasmossawc7fR t\I tr'770/ti ( - rYplakc. w162loe 41-64EPV4a Pc- 1 ^Mer- 6 KAU.; J /i2.a7 rgAM//J el9r7bokA wcit-m16 6kfrotlevA eb-mtput_S - rtihve 4 1t./06 Ma- RAO 6k/ MDT Engineering L ateraI Analvals_ d oads: 0- 15' 15 -30' Basic Wind Speed = 80 MPH Exposure "B" Ce = 0.62 Ce = 0.76 Cq = 1.3 Qs = 16.4 PSF =1.0 WL= CeCgQs 0- 15' WL = 0.62 x 1.3 x 16.4 x 1.0 = 13.2 PSF 15 -30' WL = 0.76 x 1.3 x 16.4 x 1.0 = 16.2 PSF VwIND (6,2 (154 `l� + 13.2.(9 + = 338 Seismic Loads: Seismic oil Profile Type Sc Ca = 0.33 1 =1.0 R= 5.5 V= 2.5Cal W R V= 2.5 x 0.33 x 1.0W= 0.150 W 5.5 DL : gooF ; C43X _ 6;95 WALL', (2XB)00 = /60 FWO€- : 00X/9 = 9 ti AU : CZX 8 1285 vE4 = (A(26)/ = 195 1J() , I 1119 loo Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 948-8810 �EpO/JOANGY Neg./ AX 15 VE 6.5)(1g3) = 28 c i AnAN V WIND &NTRot,s N 0 /4. 2.2.5' t 1.75 17.5 ' NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 11 es' Z " ' NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. posurlutlult: MDT Engineering Sltr. 1Jb 1119 (06 Consulting BIruolurel Engineers 29413 661h Ave. 8. Auburn, WA 06001 (205) 945.6510 SW TRIO. AREA IR 40 rcL!� Z z X9)+05)(7,z ) to0,*44 (4)(i) +Go, ) /4,2 k93*tG; 16,Z 0 r i)9 +4,5)+ 1Y9,s�� 16. NO 13,2_ + 921 i t 9.5)(f 3619 'L14,5 q t + (11,5x43132.1 gii1+C141 (10t0/4/t9)I3,2+ 3931 04414)0,2 t X6,135 TOTAL . LENGTH OF WALL SHEAR. 92/#. 3(19## 2124 41+9 = 1.2 . 1'7110 x-/-27 = .3 ' 2'5'6 393 /68 1-1530. /'7.3 / 8 -1. # 6.x /711. 27 I(o•.54 I 29.5 ,., , 5#12434.9 4 29. ' . ►9,25 -f 2 1.75 36 /43,54 = I- l,. = 0,5 2424.25 6,5' 358* / 8.5' 11,541(,.5 28' 66. 26 35# SHEAR PER SW FOOT TYPE .31 !xf /23 PLF /50 /l_F 83 PLF / 360 Pr^F . 5 1 7�F /03 .Pt:F 311 PLF S 1 PLF PCF PLf 325 at" 99 PLf IA IR I. • 10. Fir 17 Pcr = 4O /SD i 3c6 5,5 4 „.s' 8' 1200 1260 885 +035 � 511,234, S17.23(.. - zr= 85 ft" J 3` / QL - 150 /VO 0/ ° 4 -1 /�' OL /50 1086 4488 tNEGMT 408 ►so 3 1 NO UR /Fr /9,5 i� 8� 8l e' sfO -373f ND T uP 150 �ttT . h1O -1 (19 too 9 8' /488 — ‘ 7Z TN r ,A * SW ® 22� u - 311 Pt" u� 323 PLF 1504-160: ZOO 6s Z' to-) Q v 99 Ft-F 413` - / s 4- 3951 T ? -SpS3 )(T? 2& po-+/50 = 25O X8.5' /90+ /so = 1214 45 , u ac 7 PCP I= 11 AJO 070 Wit' 5 2, 5' T NEGtFC,r m £4/ 2534. - 20/ 9 +51`1 STb23G. T PMD5 -5t)s3 ssrhz• SLOE) u = 34, Pc.F J 24 " OC = 160 NO °RG /FT SHY 140, (• .1 • if 14 62- '261t9 /4(:)0 ' 1 2 - 7 1 2S ' p - 50 6.f cl. l`mil 2 -- 4 ° 99o 1 /4 )41- 0 12_ kie,)+ ( / 640 ÷ = /267 c t7A'l r: "il2¢/ Ate = / 551 , & V\J / 5) Goo° M= -7ao /- L ly4 6 1 1 /0. olent c7 0 - F- II 4 12-1, /1912-40/ - g, exo r-r Z f ¢e ,o(o' .� �, i 7 V ? C# '� o )(1" 7L7 w/ 4 .4 / G )AfrreI4old �►°� /rr 612-- - - 10 > O CoNc. De 607 /Vat 17A- : 7 2 NOTICE IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TM' • p. 6/0 2rYie:1 IY0 4,9'07/ ")-'0R-Pr? -.1.S.fc-1 czi- rvc744;tiorYn 4W .Q_____"Licn 3 )--i_Lt O c:c2-1.-- 0-4- C:1 10z2t ,,la ry 7 /09 ctg (09S? - ThtM Of Qc2r) co° r- -- YWM 0" ;rfr = 77iti '4- 101( r/OrY cx:/p• • a147 03 so/Y - 7 ZLg 4 0 7 Z. /e2 41 4r bz z ) z 4t. faz_.11 c f2 1 9'0064 _ F 1 2 17 z Ds12 b ' ci2+ 991,Thocanot 42/)Cv 1 0 : 1- 1 2 1 (c) yr. rtm c2/ ? '11- '1/2121 '7" _ • Iry 214 'Thtf\A - 0101 - aQ1--V . 7f1/ uoco( • 0 =I- F) o -±• mm , 0 c ' c c mm z m : 0 .... >n 0 m mu) 00 00 0r- C I ... I •t• I ' i i ' 1 I ' • • - i" I* r -1 , ""* . " . • 1:Iii:i - 1 -- : •1•••r• I• 1 . P2notic, : ii .... ....., 1,,.....,....,...... 4. ! s ; j • ' • e l l• I I ! I I • I i 1 • ... . $ . 6 . . • t j • j I • ................40.. '1 I i ! 91; 1 • r . 1 1 CidiOetki % . t • • .;) A.7407 I . . . . . . • .• • • . e 1 i • • • •.1 • - • •• I •• • i• I I ' I I I i : H I l ? .. : •.1.. r • 11/ •••1••;. 1 $••.9.... • . ! : • I 1 ; • • .. . .. • I i I I 1 .1 I I 1 I I I, I • 1 i I . 1 ...... 1 :••• .. I I . . I I I , .. ; ! 1....,71. . g • 1 • •• •• • ■ 1 • • ' ' • 1 1 . • • 1 : • • 1 1 I I . i . I 1 I I e . I . . . .07jk.046oila A ni 2e a b i•y - 0 - 1:6Mvrcit* il .1 ! :• i. S. 1 . .: i • • I • • • • • • I ! I' • ; • • • • • ." i I I " I "ii ' 4°14 i I $ $ •••1• •'• •. 1 l • I 1 i I • I I I • i ; • • 'I a I „ • • I I • • • I • i I. 0 ; 0 1 I: 4 • " • zi .• I . 1 I .•• •. 1 • . • i , : • • I I . 1 1 1 . 1...... i . •..... - 1.. 1 :.. .1... • I • • It t• swakusarre......a44.41iiik44•44•Wrnawsarara Tr17•••••••‘• H .1 • 1.- py0.1 Ivo it...418i 1('')d *f)pigo .. . 51424. -r• ' • I ; I I I I. . • -S I I I . i • • • . ' - • • III • 1 . • I . . .1 • . • o 1 . ! 4,e0•1/ 1 0 Z I. I ' 4. : . I • a I 1 ' . 1 1 1 . t " I . 1 I 1 • Z)71;f:IA ! 49rytov4R9 , '.. I 4 • • , .. • •. . .. ! .. •• - ,•• • r i • " • • a. • I I I 5 I • . • I . ; 3 1..1 ,, • I I I ; . • ; • •••—.r • '"' I 1 •••• • • •••■• 0. IRO-. V . ••• • •• •••• • • -1 I. j • • 1 • I I • I 1 • ; • 1 1 ' • I . 1.1. • I • : I • • • • I • •I• • • I ' ! • 4 •• I' • • : . . . I I : • • • • • • Olympic Development NW Inc. Joanna Spencer Development Engineer Public Works Department City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 P.O. Box 69736, Seattle WA 98168 -8736 Phone (206)246 -0055, Fax (206)246 -0033, Mobile (206)423 -3907 Cc: Brian Shelton, P.E., City Engineer, Tukwila Pat Brodin, P.E., Operations Manager, Tukwila Ryan Partee, Storm Drainage, Tukwila Mike Cusick, P.E., Assoc. Development Engr, Tukwila Mike Alderson, Fire Departement, Tukwila Eric Holmgren, Superintendent, Olympic Development RE: Address: 53xx South 140 Street, Tukwila 3 new houses on Holtum Short Plat June 26, 2000 r .� Joanna, Here is a summary of the meetings between Olympic Development and the City of Tukwila regarding the 3 new houses we plan to build on the Holtum Short Plat (SW corner of South 140 Street and 55 Ave. South). Drainage Attendees: Tukwila (Joanna Spencer, Ryan Partee), Olympic (Daryl Tapio, Eric Holmgren) Date: Friday, June 23, 2000 The pere test results conducted per the City of Tukwila standards came in higher than would seem prudent in order to install infiltration systems for the downspout drains and footing drains. It was agreed that the best solution would be to run a 6 inch line on the north end of the property running west to east that would convey the water from the houses to the existing catch basin near the northeast corner of Lot 1 approximately 5 feet east of Lot 1. Joanna stated that a joint maintenance agreement would need to be created and she would like to review the document prior to recording. The recommended pipe is ADSN12 with cleanouts every 100 feet. Sewer Attendees: Tukwila (Joanna Spencer, Mike Cusick, Scott Moore), Olympic (Daryl Tapio, Eric Holmgren) Date: Friday, June 23, 2000 3 D2000 - 286 ..,. o-, �,... o.......,..,. ..,...T..........,..... uvrxHUmx'NMnua�ww •. Near +..,..pgewu. +�...w.e >.�..n...� .+r� ..�.....,. -.t ,o-...en.++H Olympic Development NW Inc. Several options were discussed for connecting the 3 new houses to the sewer system. Joanna stated that Pat Brodin would be the best person to contact for this issue and that she would concur with Pat Brodin's decision. This issue was deferred until a meeting with Pat Brodin could be set up. Attendees: Tukwila (Pat Brodin), Olympic (Daryl Tapio) Date: Monday, June 26, 2000 Daryl presented Pat with a site plan showing the 3 lots with the approximate location of the 3 new houses and the sewer drawings provided by Mike Cusick. Pat stated that the new house on Lot 1 could be connected to the existing stub serving the existing house on Lot 2. Per the drawing the stub is 7 feet deep at the property line and would be of adequate depth. Pat stated that the new houses on Lots 3 and 4 could be connected to the manhole in 140 north of Lot 4 by one 6 inch line and an outside drop connection to the manhole. The 6 inch sewer line would proceed south from the manhole to Lot 4 and a Y installed in the ROW north of Lot 4 and proceed east to Lot 3 (See the attached site plan). Fire Department Requirements Attendees: Tukwila (Mike Alderson), Olympic (Daryl Tapio) Date: Monday, June 26, 2000 Mike explained the general requirements for the fire department regarding fire hydrants and sprinkler systems. Daryl presented the site plan showing the locations of the new houses on the three lots. Using a scale the distance was calculated from the hydrant to the new houses. All three new houses were within the 250 foot requirement and therefore a new hydrant was n t required. Mike Alderson stated that the other requirement was to check the flow of they and to contact Mike Cusick for this. Mike Cusick responded later in the day that the flow on 1 2�0� hydrant #87 was 1505 GPM and was adequate flow to not require sprinkler systems. c Daryl Tapio Attachment Site Plan 3 pages total P.O. Box 69736, Seattle WA 98168 -8736 Phone (206)246 -0055, Fax (206)246 -0033, Mobile (206)423 -3907 tr Olympic Development NW Inc. Tukwila Building Department City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Daryl Tapio Attachment Site Plan 2 pages total P.O. Box 69736, Seattle WA 98168 -8736 Phone (206)246 -0055, Fax (206)246 -0033, Mobile (206)423-3907 RECEIVED CITY OF TUKWILA RE: Address: 53xx South 140 Street, Tukwila OCT 2 5 2000 Lots 3 and 4 on Hokum Short Plat Permits: BLD2000 -285, BLD200 -286 PERMIT CENTER October 25, 2000 Plans Examiner, Attached is the revised site plans for the above building permits as requested by the building inspector, Bill Rambo. The house plans were reversed to put the garages on the East side of the lots instead of the West side. There is a live power vault in the sidewalk on the West side of Lot 3 and there is a large telephone vault on the West side of Lot 4. To prevent changing the elevation of these live utility vaults, we opted to put the driveways for these two houses on the West side of the lots. Please expedite the review of these site plans as our foundation company has their forms set up and is waiting to pour the foundations. Thank you. RBJ'tlO 0. 1-0T 3 20000719000859 WHEN RECORDED RETURN TO OLYMPIC DEVELOPMENT NW, INC. P.O. BOX 69736 SEATTLE, WASH. 98168 E1765577 07/19/2001 13:58 KING COUN X $3,488.80 SALE $185,000.00 CHICAGO TITLE INSURANCE COMPANY 577559 •/ STATUTORY WARRANTY DEED Dated: JULY 10, 2000 THE GRANTOR CARL .1. HOLTTUM AND LINDA G. HOLTTUM, HUSBAND AND WIPE for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to OLYMPIC DEVELOPMENT NW, INC., A WASHINGTON CORPORATION the following described real estate situated in the County of KING State of Washington: Tax Account Number(s): 167040- 0215 -00 LOTS 1, 3 AND 4, CITY OF TUKWILA SHORT PLAT NUMBER L2000 -016, RECORDED UNDER RECORDING NUMBER 20000622900008, BEING A PORTION OF LOT 10, BLOCK 2, COLEGROVE'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 85, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 50 FEET; AND EXCEPT THE NORTH 20 FEET THEREOF RESERVED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBERS 2054467 AND 8408031083. SUBJECT TO: EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT "A" AND BY THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED HEREIN. CARL J. HOLTTUM PERMIT CENTER PAGE 001 OF 001 RECEIVED CITY OF TUKWILA SET - 1 2000 LINDA G. HOLTTUM SWD A /0999 Dmoo-220' tD . ......, . .. rr. �, �. n,.,,�.�e»�vv.w.•�e�+�nn.,w,nw« nor.. rr. �., o „y,,.,,�rt�nm,Rriu,.„...,...�,.. Rey lential Sewer Use Certifi(' ion (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) 4iiif Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities alter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name Pt Mt" v,Evvi-ofma'^►T NwT.✓G (Last, First, Middle Initial) Property Tax I.D. Number /6 7 090 ©a /7 Property Legal Address: L SP L 2oao -o/6 Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address S3X X .S /44 s C City, State, Zip �,t .'/4 1,i4 X6/68 Owner's Mailing Address ,O, L c 6 17.1 f% (If different from above) 1-i-mg v4- 1 78/68 Owner's Phone Number (206 ) 2. -- o �S or Property Contact Phone Number Ve6 ) 7-ef6 e5 ' Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District tty r Jq Date of Connection Side Sewer Permit # Demolition of pre- existing building? O Yes Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: riningle-family DQ0010-2 o 0 Duplex (0.8 RCE per unit) O 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) O 5 or more (0.64 RCE per unit) No. of Units O Mobile home space (1.0 RCE per space) No. of Spaces Signature of Owner /Representative Print Name of Owner /Representative 1057 (Rev. 2/00) White — King County x 0.64 = x 1.0 = Yell •w — Local Sewer Agency RECEIVED CITY OF TUKWILA S E P - 1 2000 PERMIT CENTER Pink — Sewer Customer �r 3 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is corre I understand that the capacity charge levied will be based on this information and any deviation will require resub► ssion of corr- . ed data for determination of a revised capacity charge. Date '?///60 iY w 7� fJ 0 O N p' w w N u. J LL N I- ui g. 111 uj 0 0 N, 0 I!- w w' H. U u. O ! fill Z '. U N. O z When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 Abbreviated Legal Description: �i f + ‘ ls t • • .. • YCi0 UTILITY EASEMENT RECEIVED CITY OF TUKWILA S E P - 1 2 PERMIT CENTER Grantor(s): Carl J. Holtum and Linda G. Holtum Lot 2 City of Tukwila Short Plat Number L2000 -016 Grantee(s): Carl J. Holtum and Linda G. Holtum Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 The North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. THIS INSTRUMENT, made this 17 day of , 20 by and between Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantors" are present owners of Lot 2 City of Tukwila Short Plat Number L2000 -016 and Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantees" are the present owner of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016. WITNESSETH: The Grantors, for and in consideration of one dollar and other valuable consideration, does hereby grant, convey and warrant unto the Grantees a utility easement for the purpose installing and maintaining underground utilities in the North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. The Grantees shall have the right, without prior notice or proceeding at law, at such times as may be necessary, to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligation or liability therefore, provided, that such construction, maintenance, repair, alteration or reconstruction shall be accomplished in such a manner that the private improvements existing within the easement shall not be disturbed or damaged, or in the event they are disturbed or damaged, they shall be restored or replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. 1 pzocoago The Grantees agrees that they shall be responsible to pay, as to each lot owned, an equal pro -rata share of the costs of maintaining the utilities installed within the above described easement. This covenant to pay shall be binding on the heirs, successors, and assigns of the Grantee to this agreement and shall run with the title to their lot. The Grantors shall retain the right to use and enjoy the afore described premises, including the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the easement during the existence of such utilities. This easement shall be a covenant running with the land and shall be binding on the Grantors and Grantor's successors, heirs and assigns. Grantors covenant that Grantors are the lawful owner(s) of the above described property and has a good and lawful right to execute this easement. Dated this / 7 day of STATE OF WASHINGTON ) ) :ss COUNTY OF KING ) Given under my hand official seal or stamp this ! 7 da o , 20 00. Carl J. Holtum mda G. Holtum On this day personally appeared before me Carl J. Holtum and Linda G. Holtum, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his /her or their free and voluntary act and deed, for the uses and purposes therein mentioned. ,200 / ' r) a Name: c _ e otary Public in d for the State of X70 0 q,��n; residing at A l� My appointment expires / - n ' 0 When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 Grantor(s): Olympic Development NW Inc. Lots 1, 3, and 4 City of Tukwila. Short Plat Number L2000 -016 Grantee(s): Olympic Development NW Inc. Lots 1, 3, and 4 City of Tukwila Short Plat Number 132000 -016 Abbreviated Legal Description: THIS INSTRUMENT, made this /9 day of . S74 , 20 00 , by and between Olympic Development NW Inc., hereinafter called the "Grantors" are present owners of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 and Olympic Development NW Inc., hereinafter called the "Grantees" are the present owner of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016. WITNESSETH: 2000091800 HOLMGREN,ERIC EAS 9.00 PAGE 001 OF 002 09/18/2000 14:15 KING COUNTY, WA UTILITY EASEMENT The North 18 feet of Lots 1, 3, and 4 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. The Grantors, for and in consideration of one dollar and other valuable consideration, does hereby grant, convey and warrant unto the Grantees a utility easement for the purpose installing and maintaining underground utilities in the North 18 feet of Lots 1, 3, and 4 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. The Grantees shall have the right, without prior notice or proceeding at law, at such times as may be necessary, to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligation or liability therefore, provided, that such construction, maintenance, repair, alteration or reconstruction shall be accomplished in such a manner that the private improvements existing within the easement shall not be disturbed or damaged, or in the event they are disturbed or damaged, they shall be restored or replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. EXCISE TAX NOT REQUIRED King Co. Records Division RECEIVED SEP 15 2000 TUKWILA PUBLIC WORKS V The Grantees agrees that they shall be responsible to pay, as to each lot owned, an equal pro -rata share of the costs of maintaining the utilities installed within the above described easement. This covenant to pay shall be binding on the heirs, successors, and assigns of the Grantee to this agreement and shall run with the title to their lot. The Grantors shall retain the right to use and enjoy the afore described premises, including the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the easement during the existence of such utilities. This easement shall be a covenant running with the land and shall be binding on the Grantors and Grantor's successors, heirs and assigns. Grantors covenant that Grantors are the lawful owner(s) of the above described property and has a good and lawful right to execute this easement. Dated this /d' day of S.6Pre,, 200o. STATE OF WASHINGTON ) ) :ss COUNTY OF KING ) 2 a • 7: 7: D -- � e s sent Olympic Development NW Inc. On this day personally appeared before me Daryl Tapio, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his/her or their free and voluntary act and deed, for the uses and purposes therein mentioned and on oath stated that he was authorized to execute the instrument and acknowledged it as the President of Olympic Developmnet NW, Inc. Given under my hand official set1�sAly ''1 .�M1SS /p 4/ • " v err 0 re = •" p *. m.=?. 1, HII 1a& wwir Printed Name: 20 6 Notary Public in and for the State Washington, residing at t Sea+ e. . My appointment expires / —9- o2t2Oc of When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 I 20000719000858 CHICAGO TITLE GAS 9.00 PAGE 001 OF 002 KING COUNTY, WA UTILITY EASEMENT Grantor(s): Carl J. Holtum and Linda G. Holtum Lot 2 City of Tukwila Short Plat Number L2000 -016 Grantee(s): Carl J. Holtum and Linda G. Holtum Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016 Abbreviated Legal Description: 01T - S - 7") THIS INSTRUMENT, made this 11 day of WITNESSETH: 1 RECEIVED SEP 1 8 2000 TUKWILA PUBLIC WORKS i i The North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. 20LD by and between Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantors" are present owners of Lot 2 City of Tukwila Short Plat Number L2000 -016 and Carl J. Holtum and Linda G. Holtum, hereinafter called the "Grantees" are the present owner of Lots 1, 3, and 4 City of Tukwila Short Plat Number L2000 -016. EXCISE TAX NOT REQUIRED Ki Co words Division B , Deputy The Grantors, for and in consideration of one dollar and other valuable consideration, does hereby grant; convey and warrant unto the Grantees a utility easement for the purpose installing and maintaining underground utilities in the North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. The Grantees shall have the right, without prior notice or proceeding at law, at such times as may be necessary, to enter upon said above described property for the purpose of constructing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligation or liability therefore, provided, that such construction, maintenance, repair, alteration or reconstruction shall be accomplished in such a manner that the private improvements existing within the easement shall not be disturbed or damaged, or in the event they are disturbed or damaged, they shall be restored or replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. i The Grantees agrees that they shall be responsible to pay, as to each lot owned, an equal pro -rata share of the costs of maintaining the utilities installed within the above described easement. This covenant to pay shall be binding on the heirs, successors, and assigns of the Grantee to this agreement and shall run with the title to their lot. The Grantors shall retain the right to use and enjoy the afore described premises, including the right to use the surface of said easement if such use does not interfere with installation and maintenance of the utilities. However, the Grantor shall not erect buildings or structures over, under or across the easement during the existence of such utilities. This easement shall be a covenant running with the land and shall be binding on the Grantors and Grantor's successors, heirs and assigns. Grantors covenant that Grantors are the lawful owner(s) of the above described property and has a good and lawful right to execute this easement. Dated this / 7 day of STATE OF »I A Sl II JWi<1 ) MONTANA ) :ss COUNTY OF KING ) 2 20 cn Carl J. Holtum RECEIVED SEP 1 8 2000 TUKWILH PUBLIC WORKS On this day personally appeared before me Carl J. Holtum and Linda G. Holtum, to me known to be the individual or individuals described in and who executed the within and foregoing instrument, and acknowledged that he /she or they signed the same as his/her or their free and voluntary act and deed, for the uses and purposes therein mentioned. ) Given under my hand official seal or stamp this / 7 da o _ , 20 0 0 I, 'r' 1 Name: a lli (cr ^/ otary Public in • nd A for the . State of A 9 0 at r11; J ;p b "ub• ); My appointment expires 1 - 0? — G • �.-.. u,: .,......,,: :.., .. WATER SUPPLY ASSET Bill of Sale City Water Meter Permit No.: tY2 oc 2- Z 2. 5 / 0 , KNOW ALL PERSONS BY THESE PRESENT that //' 4J 7 c . , an n individual/ ene al cor oratio artnership and existing by virtue of the laws of the Statepf Washington, located at /‘By3 44 `., . S f a4- 919/66 City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at '.533� 5 itk sr City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: Po t1W 0f 5Lo ty - 2..3 -4 I-0T I Co 16.-* C1,2.00 cAL TI-S List of Materials /Asset Description P:PW Dev Engr /Forms /Water Supply Asset Sale Ioc 2 1 water meter box(es) located at the above address, 3 6 lineal feet of 3 /i-i inch meter service line(s) with appurtenances, made ofLaKe Typ .0 ,material type with an installation cost of $ I�IoO(? , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. U N fn co u _ W o g Q v zo . 2 ff' o � i 0 L I o a oft o ff' EXECUTED at the City of Tukwila, Washington, on this gth day of Tahi.Lary A , 20 03 • SELLE: • a ". / a , TITLE: BY: STATE OF WASHINGTON County of King On this day personally appeared before me Daryl Lee Tai o to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he. signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 84 day of January , 20 03 . ) ss ). P:PW Dev Engr /Forms /Water Supply Asset Sale Clet,,z, /6-Azte Signature Q• SjpjN �-�11 � � . : o NOTARY � � • NOTARY PUBLIC in and for the State of Washington, residing at I , •" � erdov, Washi fo n Alice A. Deac y Print Name TITLE: Pre�/ c261, My commission expires 6 - 16 - Dli ACTIVITY NUMBER: D2000 -286 DATE: 10 -25 -2000 PROJECT NAME: HOLTUM — LOT 3 SITE ADDRESS: 5335 S 140 ST SUITE NO Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division n Public WQrks �i�L lb II. � U� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved YW.ItO111 I.1)11C sem PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Planning Division IX Permit Coordinator to lig DUE DATE: 10-26-2000 Not Applicable n Comments: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 11 -28 -2000 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ..ne.�.rr.n.- d�vlr4fra�.�xorv� tFw�r.Fa�rw'MJ"M x�raRfM"M 'u.:+r1.^P.ntYS:n ra roaMrw% nmf. +�.+�m.nw�ervwrra.a...��....... w , g U ; U) c0 9 to LL w 0 .. N . D' d id z �` g. 111 ILI' 0 0 O N ;'. ,01- 'w uJ H. — IL I- tii Z i z ACTIVITY NUMBER: D2000 -286 PROJECT NAME: HOLTUM - LOT 3 SITE ADDRESS: 53xx S 140 ST DATE: 9 -1 -2000 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Bui�dng Division leux� 4 1•2442o P lic Wprks Complete Comments: 140-0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -5 -2000 TUES /THURS ROUT Please Route WRROISII.DOC PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Planning Division °1-0-60 ci46-ev Structural n Permit Coordinator Incomplete ❑ Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) _ DUE DATE 10 -3 -2000 Approved ri Approved with Conditions CORRECTION DETERMINATION: Approved Li Approved with Conditions REVIEWER'S INITIALS: n Not Applicable n No further Review Required n Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ri DATE: UJ C6 U w 0; u. Q U1 l a: �Z ON' o w w Z1 AL O Date: I b /t6 /A 'v4 f ) 1 City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. O Response to Incomplete Letter # Response to Correction Letter # f. Revision # ( after Permit is Issued Project Name: t ..3 Project Address: S 3J5 S. / et' A ,S Contact Person: .i... / /D Summary of Revision: , x414 . C I p/a h o in YAAr A% L L0 c4J V r2 LA-4. ► VCA.�., ) 43 � Received at the City of Tukwila Permit Center by: (Entered in Sierra on I -2g-00 Plan Check/Permit Number: p 20,0- 2-8 !e John W. Rants, Mayor Steve Lancaster, Director Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Phone Number: (n) //Z3 - 3 `l- v 7 r 6-.144..)-e. Irr...betfrOze r 1 a ki I ` ) ., e l...-- d c. , RECEIVED CITY OF TUKWILA OCT 252000 �.cIV I tK 06/29/99 Wash! : on 98188 • (206) 4313670 • Fax (206) 431.3665 i • Sign REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 OLYMPDNO30MQ 07/01/2001 EFFECTIVE DATE 07/18/1997 OLYMPIC DEVELOPMENT N W INC P 0 BOX 69736 SEAT A 98168 -8736 Issued by DEPARTMENT OF LABOR AND INDUSTRIES PERMIT D FOR: LAICAL ICAL NG PING UKWILA DIVISION P c_i f under$tand that tfle Plan Chock approvals are subject to errors and Dminiors and approval of plans ctoe$ not authorize the violation of any adopted og44. Ordifla nCe, fReceipt of con- Date je7- Permit No. DM:Q-21 CITY CF TUKWILA APPROVED 0 C T 1:1,11[1 No. OIMMUMMIMOMMMIWYSIMAIIIMMIMMAIIMMINIMMEMMIMMMIMMILMUMIMM=IMOMMOMMIMOMMMMIIMMEMINOMMIMISIIMIMISM EMMIIIMIMM===MIMIIIIMIIIIIMMIIMMIIIMIMMI=MIMMINIMEMIIIMMIIMMIMMIOCIMMIMMOMMOMIMIMIMMMIMIIIMMIMMIWINIMMI 111111/11111•11111111/111WillaILMILIMMISIIIIIMILIIIIIIIMMILMMAIIIIIWISELMILIMAILMIIIIMINIIMWAYIBWIL MIIIIIIMMIIIIIMMIMINUMIMMIMIMMIIIIIIMM=111=1111MMIMMMIMIMMIMMIIIIIMIMMIMMUMMIMISIMM=MMIIIIIIIMMIMEMIMMIMINIMMM SIISIIIIIIIIIIMIIIMIILIIIIIJNILIIIIIIIIIIIIIISINRIIIIIIIIIIMIIAIIIAIIIIIAISNIIIMILNMIUIIIIMIIJIIISIINAIIIIMIRJIIMIMIIBIIILIMIUIMIIUIIUIIIMIINIIIIBIMMIIMISEMMIIUMZIIIIIIIMIIMIMIIIIIINIIMEIIIIIIIIINMISIIMMISIIISIIUILIIIII MOIMMIMMMIIIIIMMMIIMMIMMIRM MIIIIIIEMIMMMMMMMM=OIWMMMIIIIIMMMIMIOMMMIMMMIIIIMIIIMMIMMIMMMMMMMN MRIIIIMIWMYWBSIIYMMMMMM=WMMSIOYWIMMMYMIIWMSIIYM=IWOMMMMMYMP --------------------------------------- 1111111111111EIRMILIIIIWILINEW111111111•1111111a11111111111111MILMILESIISIIMINAILWIIIIIIMILIMIWIIIIIIIIII11111111 Allaih 'NIIMIIIAIIIIEIIIIIMIMIIIIIIIIIIIIIJIIIIIISIIIIIIIIIIIIISIIZIMI MIIMMMYMMISMOMMIIMMINIMIWIMIMMINKMMUMWILIMISIRMYMAMMOMIUMMYW -.NIMINIIII•11•1111_111_1111=11•111111111W111101111111111111111 1111111111•11111•11111111111111111111111111•111M1111111111111111111111IMMINIIIIIMINIM=IIIIIMMIIIIIIMMINIIIIMMIMIMMOMMIIIIIIIII ...allI1111111111111111111111111h, '%Emaminammaxmoulls•ams•s•••• ___________________________________p ■1111111111=1111H111MMOMMMUMMI 111111W111111111•111111111111111111111WMEWILI111111151111111111SWILWISENWS•11111111•111MIUMMILIMISIIV AllininglAnIIIIIIIIINIb, "41111111111MallaRMSWIllalli11111111111 111111 111111M1111111=1111•111•111111111111111.1111•1•11.11.1111111=111•1111.1111111111UM11.11•1111111 111111111111111MIIIIIIMININIMIIIIIMINIIMIEU111111U11111111IIMMINIMIIIMMIMIUMINI11 1111/1•1111111/111NaliW111111•111111111111111111111111i11111111S11111114/Nailailii MaillMal111111111161111M11•11111/ . „,aljeillilli 11•11. 411111111111111111!llid=161111 7 .,,,di11111111111111111141111111111111MV 4111116. -vmaaminuswimirammu amminemmumwmimmummumsimmomirammmummulimp- a iiiiiirmilll ' .„Agentii.,.. - NEN,,t anz ia m irt im pa ammaimmusassesamawassamiusaawar wasimasasamsawalassa air 4111111111■1111111!i iMMU=2=rara diaillEilir ..,41111.1111M111=121111111111111111111,,, - gmasicariami manammasinummanematumamaiassamullusammunsasananalasmazar glii11 r' .,4111111111111111112= I ••■•■ I 11111111111111111111Eu. "..111=1=11111111111•11 /111141 SI MIIIIIIIIIMMOMMIMIMOIMIIIMMIIMMMOMMIMMIIMMIMMI allialn14111.1.1.11.1.11KNEMIIII ,tismaanam., 11111121,t,.. 'emu __________________________p ,„,031■1111111111112111=1111[=1•111111111111111111111 bolo. - ' 44 1 m armil ., , ......... ....... Alliii111111 ma isosawasinummunumumuniasaaammazatra MI Rilllar ilillt111;i1111m. -.sr A 11E1111 -. Mint ' NB • Et I , OM IlMil MI 1•11 MI MI1 IIMI MIII MI MIN 1 MI NEI INFITOMMWEWOMMITIMAWM0.14,11,1,111,,,, r . ........a.n.n...........mm..I..........g.. iam...mimaiuk....................I ............. .................. 1111.111Y111111111111MILERMILMINER IIMILIIISEILIIILIIIIIIIIISMIUIREIMILIIIIIIIIJIMILIIIIMILMES INIIIIIIIIIIIIIIMME1111111111•11=1111111M111111111111111111•11.1111111111111111111111111i=11111•111MINIMMINIIIMIIIMMIIIIIIMINIIIII lin lifill111111/111/11111/111111111111•1111111111LIOSIIIMMILMIUMMIIIIIMILIIIIIIIKEMIISISMIIIMS•11111111111•11•1111111111117111 ........... minus .. maim= ..... MI SIIIMIIIIIIMI•1111111111•■•1111111111=1111111111111M11111■111111O1111111111111111111=1111•MONIMMINIIIIIIMWM•111111111111•1=M11.1111111 IIIIIN=1111111,1111111111•11111111•11111111IY111111111111111MILIIIIIIIIIIIIIIIWILEIMIL111111111•SURYIKEISINIAILIIIWIIIIIIIIIIILNIIIMUIIIIIIMMISIIMINIIIIIIIIIIIIWILIMIJIIIIIHINISIIIIII• 11•11=1111111•111••••111111111•11111=1111110111111=====MIMMIIIIMMENEMMEIMINNIIMIIIMMINI=M111111111111111111111111•=11111•1111•1111111111111111111111111111M11111 LIIIIIIIIMMERINIMINAMMINIIMMOMINLIIIIIIIIIIIIIISMISMIIJIMMISMINILIIIIIMILERNINIllanatallalLINNIEXEMOLIISES11111.11111MINallla•MUSIIINIMIIMILIIMIIIIIMINIMIIIIMIIIIMMISIIII in oN lEillillinaliIIIIMU1111 filll N1 .11: 1,,1,0 i WEI 1 1 , I1,111, , I1 I I 'I, 'I I' , 1,1 I 1'1 , I I,T l' I dIlld I'd . di I 1 1 ;, 1 1 1 , ddllIallidP1 1 1,111,1'1N111111111111 II11 111 ; :"'"'"""'"'""";"' iim igiggthaeA, 1 , ( i II ■ 11 , 0 4 . I 1 , , , , 1 I ,I , ,, ' I 1 1'1"" "' '''' - ' -- TUN Irill il' 111111 ! 11" 1 11.11 1 1211191111111111■ VI II111112"1 ... ir, . 1 1 i 1 , _ n ,, 1 1 _ _ I, ,1 , 1 l_ i i , , mi -iil '"'''','"'"'!""; illg IiIN , 1 1111 11 Ilill'illilliiii[ Iiiini • illiq /111111 '''''''!!: ir '11 l' l' ':'' ! ! VI !!! !! l!'l ! ! ! ! !' , ,, ,,, ■ mm , ,,i,, 1 ,: ,1 , gm 1 li I:IIII I.1 I,,IIIIII Mi Iii ji 4 _ r--1 - _-- _ _-- --__. - jjjj li . ... Iti!iil!,161:. „,, a i 1 4 1 1:111 1 1,111 1 ,111, , olliTi■I'i'll■ iiiii‘agiagi 1 .9 611, - il ......''... rj fi,l, - I 11 , ■ III N.. III I I IMMO II Mill EM I.. I 11 1 I I 1 I lil' ' I d iCi'!' Ili MEI Ir.' MOM 1 „ i 1 I I 111:1111tualiadivill1111FM1111 ... ..1 ipli 11,1111,,inli . iiiiiiiiiiiiiiiiiiiiiiiiiiit!ili. 1*. . lm s I .. ,,1„,„,,,,,,,Iii,,,,, 111 I'M ti 1111111 1,1'111411H 31111 IIUI I 1111,11 Ill'" I , 1 RI6HT SIPE ELEVATION ',GALE 1/8'-1'0' SEPARAT REQUIR EIJIECH Birt.LE%, RPLUM AS CITY OF BUILDING norirn_2-70/4 LA 00 ER NOTE: I. ALL. CONSTRUCTION TO DE IN ACCORDANCE WITH ALt_ APPLICABLE GODE.7 2 VERIFY LOCATION OF ALL ELECTRICAL. FIXTURES 3 IT IS THE RESPONSIBILITY OF THE CONTRACTOR/ BUILDER TO CHECK FOR ANY ERROR OR OMISSIONS fo THE FLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCAL_ED DIMENSIONS !col-AND FLOOR PLAN GALE 5,X :0 P \Y AY S ,04: OPT D .1 \ 411 ,0 - _ . 6°X611° 77 ............,..-...v,.......„ .,_ 4oX3 6 SL_ 6X10 BEAM W/DA NOOK 8" --6.'XIO"-C s 2_ 36 . aWAI.V.:!". $ 4 \ \ FL-L1H 6,Ylo Pofr 0/3 CA 6AFAGE 6 x 18 qL8 LIVING FOOM OPT. FP' 11 NomiNhv.. OPT. F/P 5oX5o 5L FAMIL-YOR'OOM AREA 1ST FLOOR 2N0 FLOOR 041)5- 5DS3 03155-rezo 1059 SF 1300 SF TOTAL 2359 `-,F NOTE: knoireg DATHZ00t4A OPTION C) 2/4\\ 2/4 1 I. ALL CONSTRUCTION TO DE IN ACCORDANCE WITH ALL ARRI-IGADLE GODE`2 2. VERIFY LOCATION OF ALL ELECTRICAL- FIXTURES 3. IT F, THE RESRON5IDILITY OF THE CONTRACTOR/ DUILPER TO GHEGK FOR ANY ERROR OR 0M15510N5 TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SGALEP DIMEN5IONS 5 oX4 o teiteiti r!"1:711111 BEDROOM r X /3 3oX3o FIX 3oX3o FIX 3oX3o FIX d ', .:416 ■•■-;& ;,11 I TT I NOAKEA -1 - MA STANDARD BATH 11. VilWMAV:. Op . 4 VAIWALV4W4111••••••• ST47-36 0, DEDOOM 4 oX4 o DEDOOM boX4o C21 10'-EYX11 D.OLSON 07-01-00 ECEIVED OF TUKWILA - 1 2.000 MIT CENTER NOTE: I. ALL CONSTRUCTION TO DE IN ACCORDANCE WITH ALL APPLICADLE CODES 2. VERIFY LOCATION OF ALL ELECTRICAL- FIXTURES 3. IT IS THE RESPONSIDLITY OF THE CONTRACTOR/ DULDER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE F'1.-ANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS OPTIONAL. 3: GAP GARAGE Iv o. 34X36'X12' • GONG PAD •-- W/#4 REDAR 6' 0/0 gA WAY 8• GONG WALL- ON 16' X 8' GONG FT& 8' GONG WALL- ON 16' X 6 GONG FT6. 4' -2500 PSI GONG SLAB ON GCIVFACT F I LI- PHDb -sOS 3 a oc4 10,45) tAys5r1328 3" * eQUNQATION PLAN SCALE V4'40' OPT DAY IC X 8 GONG FT& 36'X36'XI2' •- •.GONG PAC) W/#4 REDAR 6' . 0/0 EA WAY J 10A. 1 3/4• X 9 1/ r. ' Al ROLLAM 5' 1 3/4' X SCN VENT PER CODE AREA /150- SF MIN 6 1 2' lb DIA GONG PADS L-AM IS' 01A X8 GONG PADS H 4,..,..11 OPT DAY All Da()(D 8• GONG WAL-L. ON IC X 8' GONG FT6. PHD5 - 5 D53 ( 5s7 '32 o IVED UKWILA 1 2000 CENTER MARK SHEATHING FASTENER SPACING a ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS - FRAMING ANCHORS (NOTES: 7 & 8) 1ALLOWABLE SHEAR NOTES 1A 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d td+ 8" oc OR 14 GA. R 8" oc 15 GA. (81 "oc 18d a8"oc OR 1/2" AB a 5'.8 "oc A34 a 2' -4 "oc 130 PLF 5, 2 1 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d a 8 "oc or 14 GA. a (roc or 15 GA. (81 "oc 16d a 8 "oc or 1/2 " AB a 3' -2"oc or 5/8" AB (814' -8 "oc A34 @18"o0 or A35 t8! 18 "oc 230 PLF 5, 2 2 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d © 4 "oc or 14 GA. a 4 "oc or 15 GA. (di 3 "oc 2 -16d a 8 "oc or 1/2" AB a 2' -O oc or 5/8" AB (81 3' -0 "oc A34 a 10 "oc or A35 eil 12'oc 353 PLF 2 3 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d a 3 "oc or 14 GA. a 3 "oc or 15 GA. QQ 2 Woo 2 -18d a 8 "oo or 1/2" AB © 1' -8"oo or 5/8" AB QR Z-4"oc A34 ® 8 "oc or A35 (di 10 "oc 451 PLF 4, 2, 9, 10 4 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 lad ® 3 "oc or 14 GA. a 2 Woo or 15 GA. ((q 2 "oc 2 -16d ® 6"oc or 1/2" AB a 1' -4"o0 or 5/8" AB (81 2' -0 "oc A34 a 8bc or A35 (St 8 "oc 545 PLF 4, 2, 9, 10 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB a 4 "oc or #8 x 1 4 SCREWS (81 8 "oc led a8"oc or 1/2" AB a 3'-0 "oc or 5/8" AB (S14' -2 "oc A34 ® 14 "oc or ' A35 (Br 18 "oc 250 PLF 3 6 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB a 4 "oc or #8 x 1 % SCREWS (e) 8 "oc 16d ® 8 "oc or 1/2" AB (815' -8'oc A34 a2' -4 "oc 125 PLF 3 7 7/16" MIN APA RATED SHEATHING BOTH SIDES 8d a 3 "oc or 14 GA. a 3 "oc or 15 GA. (81 `/; oc 2 -16d a 3 "oc or 5/8" AB (81 1' -2 "oc A25 (83 8 "oc 902 PLF 9, 2, 11 8 1/2" GWB BOTH SIDES 5d COOLER OR GWB a 4 "oc or #6 x 1W SCREWS a 6 "oc 2 -16d (818 "oc or 1 /2" AB a 2' -4 "oc or 5/8" AB a 3'$ "oc A34 a 12 "oc or A35 (8) 14 "oc 300 PLF 3 i 1 L -- 6/12 MANUF TRUSS 24' 0/G RIDGE ROOF PLAN SCALE I/8' -I'0' SHEARWALL SCHEDULE L 6/12 MONO TRUSS 24' 0/G OR ND FRAME NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA 8D COMMON = 0.131" 0 X 2W MIN., 10D COMMON = 0.148' O X 2 1L' MIN.,18D COMMON = 0.187" O X 3 W MIN., 50 COOLER = 0.088" O X 1 5/8' MIN., 5D GWB := 0.092' O X 1 % MIN., 15 GA STAPLE= 0.072' O X 1 %• MIN., 14 GA. STAPLE =0.080 0 X PR MIN. 2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12"OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 5 AND 8 THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. WHEN SHEARWALL IS LESS THAN 28" IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIL 5. PROVIDE 7/18" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O. 8. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 8 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF. 8. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5. 9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3" OR LESS ON CENTER. 10. PROVIDE 2X2X3/18 PLATE WASHERS a ANCHOR BOLTS a SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE a SHEARWALL TYPE 7. I/2' PLYWOOD RISERS (3) 2X12 STRINGERS 5/8' TYPE 'X' SR tee. T IM TYP_ STAIR DETAIL SCALE 3m ro• Dacco-m6 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code -1897 Edition 2. ACI 318-83 Building Code Requirements for Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 2000 DESIGN CRITERIA 1. Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH, Exposure B 2. Seismic - per Uniform Building Code Zone 3, I= 1.0 3. Roof Load - DL =15 PSF IL = 25 PSF 4. Floor Load - DL =10 PSF LL = 40 PSF 5. Deck Load - DL =10 PSF LL = 40 PSF 8. Soils - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete -2500 PSI © 28 days -Grade 40 reinforcement - minimum 3" cover' for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: Glulam beams 24F -V4 Fb=2400 psi 1 we Micro =lams, LVL E =1800 kst Fb=2600 psi 211/18", 3 W, 5W & 7" Parallams, PSL E=2000 ksi Fb=2900 psi 2. When top plate Is Interrupted by header, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors, UNO. 3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as noted In the shear wall schedule All exterior walls shall be considered shear walls. Use 7/18" min. APA Rated Sheathing blocked - with minimum nailing'ed common 0 6" oc, UNO. 8d common nails shall be 0.131" 0 x 21/4" minimum. 4. Floor and roof diaphragm nailing shall be 8d common © 6"oc at all supported panel edges and 8d @ 12 "oc at Intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure = 2000 psi; GENERAL CONS NOTES 1. Contractor shall verify all dimensions In the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer, 2X2 BALUSTERS VERIFY STYLE SEP PER EIVED TUINdILA 1 2000 T CENTER iNhOLATION E3/..FFL.Eh AT VENT ALUM GUTTER ROOFING ON 15* FELT ON 1/2' CDX PLYWOOD ON MANUF. TRUhh 24 0 / G GAFAGE 4*-2500 Phl GONG hLAD ON COMPACT FILL DRYWALL ti)e ft 0 °114 ' 6 ' 2X6 PT ON 1/2'XI0 ' ANCHOR BOLT 6'-0' 0/C 1-0' FROM GORNERh SECTION SGALE 3/840' 12 I R-38 INSULATION 6/12 MANUF TRUc,") 1/2' DRYWALL R-19 INSULATION '71 TT !NG AREA 3/4• T46 ON 2X10 I 0/G DOND") K'OONA, P-19 1N5ULATION 1/2' DRYWALL R-19 INSULATION R-30 IN5L1L.ATION P-38 1N5ULATION I I PA AI PAI LIMA WINN I PA KO L 3 /? 0513 T6G GOLD 2X10 16' 0/G 1/2• T,11 4 ' 0/C VERIFY BEAM POCKET OR RIM BOARD FOUND 2 INSULATION BAFFLES AT VENT' ALUM GUTTER 7/16• LAP SIDING ON 1/2' COX PLYWOOD ON 2X6 16' 0 / G 8' GONG WALL ON 16' X 8' GONG PTA. coo-nx(67 1)44 em IMA 15CD N A4.11) C°'/F-4 • F A sittc cLV 4'L )y\ .7)-1-7-it54 PC-4 U C- tif Lu RECEIVE CM OF TU Star" PERMIT 000 TER 4 3 2 SHEET N0. L . BOTTOM PL NAILING PER SW SCHEDULE 2 -2x STUDS -- SIMPSON HPAHD22 HOLDDOWN. FILL ALL NAILHOLES W/ 16d NAILS. SIIAET t10. EDGE NAILING BOT. PL 4 SILL PL. FOOTING DIMENSIONS' OTHER FDN. SECTIONS TYPICAL SHEARWALL DETAIL FOUNDATION WALL DETAIL SIMPSON STRAP -� PER PLAN. SLOT PLYWOOD 4 BEND 4 STRAP 9 J5T OR BLKG. EDGE NAILING PER SHEARWALL SHIED. 1- BOTTOM PL NAILING PER SW SCHEDULE MDT Engineering IIICIIF.I.LF; 0. TIIDMPSUN, P.E. Nr1i,lrred P! frcelnunI Eugi6rur TYPICAL 51- IEARWAL L DETAIL WHERE WALL DOES NOT OCCUR. f3ELOUJ l 1/2" - ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FACE OF CONCRETE 6 CORNER MDT Engineering x�g� l ids :a 1�yr ::i u {ine�r Consulting Structural Engineers 20413 651h Ave. S. .Aab111 Y 00 ( .1111) 04 11 -In Consulting Structural Engineers _ 20113 66111t Ave. S. Auburn, 11A 00001 12031 0411- 110111 ,., 1 4 COPYRIGHT 1955 MDT Engineering SHEATHING PER PLAN t SHEARWALL SCHEDULE. IF JOISTS ARE PERPENDICULAR TO SHEARWALL, PROVIDE 2 -2x BLOCKING BUN JOISTS FOR FULL LENGTH OF SW. IF JOISTS ARE PARA ' TO SHEARWALL, PROVIDE DBL JOIST UNDER SW. 100 N0. DATE • DRAIN COPYRIGHT 1995 MDT Engineering CDECKED M.D.T. SCALE 1,1 I.M 3 2 5 3111.ET ND. SIIER N0. A A USE TOP PL NAILING PER SW SCHEDULE EDGE NAILING PER SW SCHEDULE. SHEATHING PER PLAN 4 SW SCHEDULE. TYPICAL INTERIOR SHEARWALL DETAIL W/ NO SHEARWALL AlE3OYE MOT T Engineering APA RATED SHEATHING 3/5" MIN. 24/0 EXP. I MDT Engineering I ma so. NIC11E11E P. T110MPSU1U. R .1 Pn(snisn.l En/ B coo - ag 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER Q3" O.C. E.W. II I I _. 111 4 / • .K (2) 2x. STUDS. NAIL �i fl SHE 'UD ATHINGTO EACH S1 I . IL. ^ •1...11 11-..4 � ._ SIMPSON HPAHD22 u . I ' i .. 1.).).11.).).1.0 •,.D 0)J PGtW6 � �, in . IU^ + = - �__ -_1111 U. g i� — �: _ CL 2. II •II 1 U .' ZI . 1J LATERAL RESTRAINT PANEL (4)- MDT Engineering C SIMPSON FRAMING ANCHOR PER SW SCHEDULE. Cousullln[ StructuraI 6" DATE 26413 6614 Ira. 3. "1 08 811(6 DYeN .. Y' DocUcoM loser = c I t6 GAUGE STAPLES OR , S PENNEY NAILS o 3" O.C. ALL PLATES. HEADERS AND STUDS. L 24" MIN. OR 16" MIN. (2) 2x4 BLOCKING a ANY PLYWOOD JOINTS. (2) 2x PLATE NAIL SHEATHING TO EACH PLATE (3) 2x PLATE 16' WIDE PANELS. I /2 "dla. ANCHOR BOLTS V MIN. EMBEDMENT IOU NU. Ceaulling Structural Engineer{ 6A it 26417 66111 Aee. S. Auburn. ■A 011001 _- CHSi (21111) 4111 -8010 milieux I1. TIIOMPSUN, 1!.E. pccUccM Registered I'rslsulensl Englmer ^ _ _ r — COPYRIGHT 1955 MOT Engineering cuacw M.D.T. XAIg NTS Lq:411011 2 3 SHEET N0. MDT Auburn. WA 98001 ng 29413 55th Ave. S. ' 206.946.8810 :- P SW C NAILING D PER SW SCHEDULE SHEATHING PER PLAN 1 SW SCHEDULE. N 2x STUDS EDGE NAILING SOT. PL, RIM JOIST 4 TOP PL. • SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. ( (D II OL �R aPr/oAJ A MDT Engineering 1111UIIE11.E P. T116YI'SON, Rugu.lenJ.l'nl +esiuu•1 Eugluser i -CsWB PER PLAN 1M'ic -N. l t/-f toe 9 Eh/44U. r7&/?-1/4.- SIMPSON FRAMING ANCHOR PER SW SCHEDULE. Consulting Slruclursl Engineers 26113 6611, ire. S. Auburn. WA u11Ul 12140 tl ) 1146 -04110 I n dr i JA k4 16 pm 2,4“.6--c. w/ TA:Am/A✓4 1 W TYPICAL SHEARWALL DETAIL W✓ WALL • I5ELOW COPYRIGHT 1555 MOT Engineering . DATE NatEN DocUcoM M.D.T. N ar 1"*I .t NI-//J F AIA- ib1,UG pep_ R-Aik -I4 6IA/ O[. _J RECEND Or( OF TUKWI A SEr - 1 2000 PERMIT CENTER tC IMMEIN1111111I11111111•1 IinTEII�1� I�I�I�iI.I�1�1 --- I ∎I�I�I��I I•I�I�1 J3 3 HI Ill' J H A Rmi J HI J6 J6 J6 HI lb J6 i J Hl �J6 Hi J I n Rm l JI J1 J i 4f_ JI }6" o c \ Ptml 16" o.c 16" o,c J8 16 6 .M 16" on IL l• �� )� Mall C Hl J Ht 0 0_ 'HI O o AB .25' HI J y6 'F .,\ J /6" HI "0 NW J7 oo. 1 H 3 IH1 F I ". 16" BBO 0.c. (: 1 (J 1 PIN i =:= 1==te. J6 J Fie j6 H2 1 H2 MM J6 1 F12 mu \ J6 R2 i t HI Sr 16" o.c H2 16" o.c I{2 B aL a1 .. as . ,I1...,1 ...,},".. a. ...a .. u .. I6... I6... � u 1-14 J TH2 �i 2 9IT H M. L.. 5 .I .. .-L emi 'E C 1 I Ei J Rm l SAW' WEST BUILDING 'MATERIALS BMC WEST' BUILDING MATERIAL is'r'" 'FRAMING PLAN A complete TJ -Xpert framing plan includes the Trus Joist MacMillan Builder's Guide A complete TJ -Xpert framing plan includes the True Joist MacMillan Builder's Guide 2ND FRAMING PLAN O4 r6 0 0 NOTE FROM OPERATOR &E WEST BUILDING MATERIALS THESE DRAWINGS WERE CREATED USING TRUS JOIST TJ -EPERT SOFTWARE BY AN OPERATOR TRAINED AND QUALIFIED TO USE THE SUTURE. PLANS PROVIDED BY THE CUSTOMER WERE USED TO DETERMINE ALL DIMINSIONS AND LOADING CONDITIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK ALL MATERIALS SPECIFIED ON THIS LAYOUT. SYSTEM WARNINGS 1 WANING! - A skewed en+1 beariM exlata for j ols[a and te skewed std cute. JOIST AND BEAM UST Plot ID Length Product II 36' 12 20' J3 18' J4 17' MI 36' M2 17' 9.102" T.11/Pro-150 joist 9 1/2" T3I/Pro-150 joist 9 1/2" TJI/Pro-l50 joist 9 1/2" TIC/Pro-150 joist 1 3/4" x 9 IT 1.5E TimberStrand LSL 1 3/4" x 9 I/2" 1.5ETimAerStrand LSL ACCESSORIES LIST Plot ID Length .Product Unit N of Net Qty Plies Qty Rm I 17'6" 11/4" x 9 1/2" 1.3E TimberStrand LSL 9 1 9 Eb 5 in^ 91/2 "TJI /Pro -150 Blocking Panels I 1 1 Sh I 4' x 8' 3/4" OSB 35 1 35 30B COMMENTS CUSTOMER: OLYMPIC DEV. CONTACT: TAPIO TRACKING N TH711870 FILE N 870 SALESMAN: CHUCK JOHNSON LEVEL NOTES File Name: 1170. Job Level Name: MAIN 1170 Plot Date: 8/11 /2000 10:02 Design Date: B/14/2000 09:53 Drawing Scale: 3/16" • 1' Job Status: Foundatlon FOUndation MAIN 870 8/1t/ed 8/14/2000 09:57 UPPER 870 Plotted B00 09:31 ROOF 070 Designed c-6 8/11/2000 09:29 NOTE: Level design times indicated above provide assurance for proper level atackinq. Upper levels must have earlier design Limes. Design Methodology: ASD Floor Area Wadibq I91 12 pef D eve Load 12 oaf Dead Wad Maxlmom L /41 Jol Deflection: 0 ve ad L /210 Total WWed Average TJ-Pro Rating for Floor: 12 Glued t Nailed Decking is Assumed Direct Applied Ceiling 1s Not Assumed Floor Decking: 3/4" OSB Normal O.C. Spacing • 24•• Default Wall / Beam Width: 5.1 "• N -%pert 6.03 116601 D C6.03 D6.03 S6.03 P6.03 'Unless noted otherwise CREATED BY EMC WEST INC. 1720 S CENTRAL AVE KENT - WA 98032 253- 854 -5504 FAX: 253 -854 -0065 SYMBOL LEGEND J TJI Joist Type M Rectangular Product Type - Bearing Wall .: Beam aa Column 1090) Pc Parallel Closure Type Eb Extra Blocking (Lineal board length for panels different from the O.C. spacing) Point Wad Line Load ....: Brea Wad O 2912 11 1121 LASSO ISes 80015['5 139 Guide) O Bearing Width Label �` Joist Layout Symbol 0 Wall Header / Bearing Width Warning NOTE FROM OPERATOR VEST BUILDING MATERIALS TNBSB DRANINGS WERE CREATED USING TRUS JOIST TJ -S9ERT BY AN OPERATOR TRAINED AND QUALIFIED 8552 10 TO USE THE SOFTWARE. PLANS PROVIDED BY THE CUSTOMER WERE USED TO DETERMINE. ALL manuals AND WADING CONDITIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK ALL MATERIALS SPECIFIED ON THIS LAYOUT. SYSTEM WARNINGS I - A skewed end beaxinq exists to[ j glata aM requires skewed entl cuts. HANGER LIST - Simpson Strong -Tie Hangers Plot Member ID Qty Product Label Top Nails Face Nails Nails Notes H1 28 _11JT29 8-N10 24 H2 18 111129 8-N10 2 -N10 H3 1 Mi7'29.5 -2 4-110 2 -N10 2 -1410 H4 1 LUS410 - - 8 -160 6-16D H5 I LUS48 6.160 4 -160 Plot ID Length Product JI 40' 9 1/2" TJI/Pro -150 joist 72 25' 9 1/2" TJI/Pro-150 joist 13 22' 9 1/2" TJI/Pro-150 joist J4 16' 9 1/2" TIT/Pro-150 joist 75 16' 9 I/2" TJI/Pro-150 joist J6 14' 9 1/2" TJI /Pro -150 joist 17 IT 9 l/2" TJ1/Pro-150 joist 78 II' 9 1/2" TJI/Pro-150 joist J9 10' 9 I/2" TJI/Pro-150 joist 710 8' 9I/2 "T71/Pro-150 joist 711 2' 9 1/2" TJl/Pro-150 joist Ml 8' 3 1/2" it 9 1/2" 1.5E TimberStrsnd LSL M2 7' 3 1/2" x 9 1/2" 1.5E TimberStrand LSL M3 5' 3 1/2" x 9 1/2" 1.5E TimberStrand LSL M4 15' 1 3/4" x 14" 1.5E TimberStrand LSL Unit N of Net Qty Plies Qty 8 1 8 1 I 1 4 1 4 4 1 4 2 29 4 2 4 29 4 4 3 2 2 3 3 ACCESSORIES LIST Plot Unit N of Net ID Length Product Qty Plies Qty RmI 1T 6" 11/4" x 9 1/2" I.3E TimbotSootnd LSL 7 1 7 Eb I0' 3/16" 9 1/2" TJVPro -150 Blocking Panels 1 1 I Bkl l' 9 3/16" 9 1/2" TJI/Pro-150 Blocking Panels 2 t 2 Bk2 I' 21/2" 91/ 2" TJI/Pro-150 Blocking Panels 12 1 12 Shl 4' x 8' 3/4" OSB 43 I 43 JOB COMMENTS CUSTOMER: OLYMPIC DEV. CONTACT: TAPIO TRACKING I TH711870 FILE q 870 SALESMAN: CHUCK JOHNSON LEVEL NOTES File Name: el0.job Level Name: UPPER 870 Plot Date: 8/14/2000 10:02 Design Date: 8/14/2000 09:31 Drawing Scale: 3/16• " 1' Job Status: Foundation...Foundation MAIN 870 Ready to Plot 8/14/2000 09:51 UPPER 870 Plotted 8/14/2000 09:31 ROOF 870 Designed 8/14/2000 09:29 JOIST AND BEAM LIST NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASO Fluor Area. Wadtg Is: 10 psf Dead Wad 12 pst Dead Wad Maximum Joist Deflection: L /480 Live Wad L/240 Total Wad Average TJ -Pro Rating for Floor: 46 Glued s Nailed Decking is Assumed Direct Applied Ceiling is Assumed Floor Decking: 3/4" 055 REQUIRED BEARING LENGTHS Bearing Morning 1 Label LeMfh O ! NI (19) 3.17• 0 MI 119) 3.IP Headers not listed require 1.5• of bearing length. 0101O[t W1dlAs provide adequate bear is for products not listed. CREATED BY BMC WEST INC. 1720 S CENTRAL AVE KENT WA 98032 253- 854 -5504 FAX: 253- 854 -0065 TJ°Xpert SYMBOL LEGEND J TJI Joist Type M Rectangular Product Type -- Bearing Wall Beam BBO Beam By Others (B1301 ▪ Column ICB01 H Hanger Type U Hanger Symbol Pc Parallel Closure Type Bk Blacking Type Eb Extra Blocking ILineal board length for panels different from the O.C. spacing, Point Load Line Wad ... Area Load O Detail allous Wbel ISee Bui Guide) c Bearing Width Label 4 Joist Layout Symbo, . O Wall Header / Bearing Width Warning Normal O.C. Spacing " 16'• Default Wall / Beam Width: 5.5 "• Standard Blacking: Bk2• TJ- %pert 6.03 116601 D 06.03 D6.03 56.03 P6.03 'bless noted otherwise REWIRED BEARING LENGTHS Bearing Yarning 1 Label Length O tt2 116) 7.69• O Hl 1171 6.26' O 911 1171 6.57' 0 MI 1111 8.83• O 711 (171 5,79 O 6 - M1 1171 7.91" 0 M1 1171 5.09 Headers not listed require 1.5' of bearing length. Support widths provide adequate bearing for products not listed. Unit N of Net Qty Plies Qty 9 I 9 CT}Xped 1 1 I 1 1 6 1 1 2 2 TRUS JOIST MACMILLAN FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE TRUS JOIST MACMILLAN FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE