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HomeMy WebLinkAboutPermit D2000-285 - HOLTTUM SHORT PLAT - LOT 4 NEW SINGLE FAMILY RESIDENCEHOLTTUM SHORT PLAT LOT 4 5329 S 140 ST D2000 -285 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 167040 -0218 Permit No: D2000 -285 Address: 5329 S 140 ST Status: ISSUED Suite No: issued: 10/05 /2000 Location: Expires: 04/03/2001 Category: NSFR Type: DEVPERM Zoning: 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: OCCUPANT HOLTTUM SHORT PLAT - LOT 4 Phone: 5329: S 140 ST, TUKWILA WA 98188 OWNER OLYMPIC DEVELOPMENT NW INC Phone.: 206 -246 -0055 PO BOX 69736, SEATTLE WA 98168 CONTACT DARYL TAPIO Phone: 206- 246 -0055 PO BOX 69736, SEATTLE WA 98168 k* k: kkk k**• kk k** k* k k* c kk;* k• k kk* k**•• kk*** k kk* kkkkkk* k: kk kkk** k* **kk•kkkkkkk*k****k* Permit Description: CONSTRUCTION OF A NEW 2,274 SO. FT SINGLE FAMILY RESIDENCE AND A'420 SO FT ATTACHED GARAGE. PUBLIC ;WORKS ACTIVITIES INCLUDE: ALTE- RING, SANITARY SIDE SEWER, STORM DRAINAGE AND 3/4 "'PRIVATE` WATER METER: REFER TO UTILITY EASEMENT RECORDING NOS.: 2000071.9000858 & 20000918001020 FOR STORM DRAINAGE CONSTRUCTION. 'a. * *k *k k **k *k *tkk A k•k:k'At k: k• kk• k• k*• k• k�k• k*** k** kk* kt�ckA�*• k• k****: Fk* k* :k•k * *•kk*k *:k - k •k kkkk7lkkk:k Construction Valuation: $ 203 877.00 PUBLIC WORKS PERMITS: *(Water Meter Permits. Listed Separate) Eng. Appr: JJS Curb Cut /Asses s /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 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• kkk** A-*** k**: kkk***• k* k* k* k*• kk• k kkil* k k* k****• kkk ***•k* ***A- - A* - k*•kk*kkk:kk* TOTAL DEVELOPMENT PERMIT FEES: $ 2,958.65 Permit Center Authorized Signature:__ Print Name:__,ac__ DEVELOPMENT PERMIT (206) 431 -3670 Date: lip S -off Date: _LQ 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. This permit shall become null and void it the work is not commenced within 130 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. *** k• kk• kk k• k• k k• k*• k* *•A***•k** *•kk*** * * * * ** *•k**-k* ***• kk k• k*• k• k* r k• k• k•kk•kk ******** *•k*kk *•k'k***** I W 0; u- Q U2 a HW . H O Z D . m; 01-• = V i Ill Z ' O . Z Perm i t No: 02000 -2t35 Status: ISSUED Site Address: 5329 S 140. ST Location: Water Meter Type: Water' :_Meter put n rst'yt Work. Or ~derma: Nr : Connect i oYi ; Insta11 .. De oi os i t d ` 1 `In sta1 1 t : t a n R S ewe f;`e e lnspe °ct'ian Fee ." rl *un Wafter 1 t rn on Fee s Special '.A'Ssessnrr rit: [46 ler• E e 0.0. Applied Date: 09/01/2001 Issued Date: '10/05/2000, WATER METER SUPPLEMENT DEVELOPMENT PERMIT at Address: 5329 S 140 ST Suite: Tenant: Type: DEVPERM ,Parcel #: 167040-0218 CITY OF TUKWILA Permit No D2000-285 Status: ISSUED Applied: 09/01/2000 Issued: 10/05/2000 4 Perm Conditions • . 1.H0o changes aril 1 be made to the plans unless approved by the Engineer and the - Tukwi 2. ..Engitieered truss drawingSand-'ealtOlations::.-sha 1 1 be on site a nd 'available to the bul id i ng inspector 'fOr on purposes. Documents shall bear the seal and sig of State tate' Professional Engineer. - _ , .„ 3. Al 1 construCtibn to be ',done h conformance approved , , plans and of the .,Uniform BuildinT2Code - Ed i ti on) amended,° Uniform Mechanicar (1)97Edition . Val of PerLmi The ...isSuandeof a permit',.,or.appitl'ovaVof • plans, , ,specif i cations, and' computations shall not 66, pon..7.\ , . strued to be a permit for, or an approval of , any violation:, . of any of provisions of the bui 1 di ng code or of any other ordinance of the.7,jurisdiction. No permit Pi'esuli t9'.'', ,giveauthority to v 10 1 a te' Or ,cancel the provisions of this code: shall 1 be valid. i'd: F . .., • A11permi t§.<,inspect ion., records, and approved plans', shal 1 ,be ' a t,41alyle 'at f the .joh site prior 1::o.-, ehe, start. of any, con- str6.ct ion.' These -°doctiments\ are to be inta ined and avai 1- abAei, until final i inspection epprOVal is granted. 6. Contractor. shall notify,/ Pub 1 iC, Works :Util i ty Inspector at 206- of coMMenc and ; coMPI ei ton of work at , ., '1 eage 24 hours in advance. CORE 7 1 -S i'. Bl. T REQUIRED @ SEWER Mft. 1 • ,PAVEMENT REST RATION PER CITY OF TUKWILA :DETAIL RS-3. •'and Washtngton State, Energy,Ode A1997 EdIti . , Temporary erosion control measures shall be implemented as the f irst. order of business to prevent Sedimentation off site or existing 'storm drainage facilities • The site shall have permanent erosion control measures in place as Soon as possible after final grading has been completed pd ;prior to the Final Inspection- 9. FROM OCT04ER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILEi.; THAT ARE 311: 1V OR 'STEEPER 'AND HAVE A VERTICAL RISE OF 10 FEET OR •ORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. • •• 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 Al LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL CONSTRUCTION APPROVAL. 10. Work affecting traffic Flows shall be closely coordinated with the City's Utilities Inspector. Traffic control plans shall be submitted to the Inspector for prior approval 11. Any material spilled onto any street shall be cleaned up imniediately. Driveways shall be paved for a minimum distance of 20 the edge of existing road pavement. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. Driveways shall comply with..KClty t^esid Driveway width shell be' "✓ a 10'::mini,mum an hall be a maximum of : 15% Turning radii, sha of five feet' H r cr � v UQ co N LLi: W 0 ' LL ' N 0 0 . W 2 U O . O.N ;G H 0 ti Z 0 . Project Namerrenant Value of Construction: Site Address: City State /Zip: 6 3XK ,5 /yo Si 7;„4.), rlf? 944/,6 f Tax ParcefNumber: /62 0 vD 02 /B Property Owner: - 0 t Yfr 40cv,rG of'Ast -✓j- AA,/ /.'e-- Ph ne: G) 2116.0 0 5,5 Street Address: City State /Zip: � X G97f S6-¢i'l2� 4✓/>< 94 /6R Fax #: asj Z,E 0033 Contractor: � �l c c.f+c) Phone: 0 4'.4,4) Street Address: City State /Zip: Fax #: Architect: Dasj' -/ /✓GKrynv,cJ Phone: 360-06 Fax #: _B U - Z to 0 - 1e4/ Street Address: ' / City State/Zip: � 4 4- '.cc A a4f ✓+“ GA' / e s 2- / G -/ G Z � 7 Engineer: /!D% /rdwei ,ric -m Phone: 253- 94"I - y Vo Street Address: City State /Zip: 5 3. 3oa >`= P/- AsiSAAA/kt/�4 9804 / Fax #: 2. 9 ya - 36 eV Contact Personp, /Ji4? - 1 , % /v Phone: 2 - i 7, ' - 04 - 0 05'5 Street Address: City State /Zip: /?o , j,e 09 J rz( w4 9J /6 R Fax #: 7,0C 0 03? Description of work to be /n � _ r C /� / /VGW f /"rl Gtr / .- 0a,' /4 y /e4s -ve.i , 8H4 lJ Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence in Residential Accessory Structure* in Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ' ❑ Residential Reroof Is this site served by: 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. 2-7 " sq. ft. Dwelling sq. ft. Covered Deck(s) V 2-o 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/ v /a *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 TWA/ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Fnfi STAFF USE ONLY Project Number: Permit Number: t7WW 2-0 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 mail or facsimile. APPLICANTREOLIEST . FOR'PUBLIC.WORKS SITE/CIVIL`PLAN REVIEW'OF.THE FOLLOWING: (Additional reviews shall be determined by thePublic Works Department), ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: in Flood Control Zone ❑ Hauling in Land Altering: V Cut 31) cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public a Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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: Date application expires: Appllcai n taken by: (initials) 10 PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING 0 ER OR . • THORI ) AGENT: Signature: Date: i v Print name. •I II P .--- ' dYb x iL2 ‘7,76 one: 2 . , ity/ tate /Zip: .. -v--/- - J♦ S� tit/.4 F. #: a 9xA s -- • 0� Address: Address: 4-n. ALL SINGLE - FAMILY RESIDE L PERMIT APPLICATIONS MUST UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL 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 (ail views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive 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 eeptic 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 architect/engineer, or contractor licensed by the. State of Washington, a notarized letter from the property owner authorizing the agent to submlt this permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z ~ w w iO 00 111 1- U) u_ 0 2 gQ _ • ° I- w z � ZO w 0 • (-9. o I- w W 7C 0 W z = O ~ z 2., 958. 65 21 9 5 8. EY 5 .0 0 *A *4** **.4.4*..i %*A•4*47$114 **41% *d **, *•A. A#* *4A **IN* *k****:lA:L:k *A.A**4'* Account Code 1)eser• ;ion Ain ottnu: 000/345.830 P1.ftN, CHECK -• NRNRES ` .1 000/322.100- 11UIL1)ING '/ RES 11370.15 0 PL.f1N .CHECK RE5 . 1,024.50 000/3.45..830 PLAN CHECK UTILITY • 20..00 000/345.830 PLAN CHECK -• WAl•ER METER 10.00 000/386.904 STATE BUILDING SURCHARGE 4.50 000,'342.400 ]NSF FEE ` - UTILITY 15.00 41.2/342.400 INSP' FEE - STORM DR AI /4`'' :15..00 402/342.400 INSP FEE _ SME/355 20.0(1 401/388.102 WATER CCINNIi:CI101d 60.00 401/386..520 WA1'ER T•N8Tf11.LATICN` (DEP) 150.0.0 40.t/342.400 WATER INSPECTION _FE!~ 15.00 , 401 /343405 WATER TURN -ON Fi:E 25..00 000/322.100 LAND : ALTERING PERI:II1 FEE 23.50 *: 4 kt k*•*• A*±.: t**• A'*** 4• kA*• A** 4• A* Al• A• A* A••4,L*;y: *AA1 *•4 A. CITY OF TUI<WIL.H., WA TRANSMIT A .4•k*:1 *:i *Ak•f•A•*':4:4:1kA:t ,4 .4Ah k.4 4 A 4 A:4*4..4A::4 1 e: LA L.4*•k.':1*k • k4.* AItfi•AkMAk;L•4• :4 .4 TRANSMIT Number R' E 00320 : 1 „53.15 :10/05/00 ` 13:23 Payment: Method : CHECK Not at i on: OLYMPIC I)E VL'I.DPM Xrt •i t: I)L11 } Permit No: D.2000• 28 :, Type; Dt.VPER14 1)EVEl.OP341:tJf PERMIT' Parcel No: 167040-021.8 S i•te':Address: ,5329 S 140 ST Th i 5' ;f aynieri•; _ .. _ . _ _... "77651. - 10706 - 9710 " .TC1'Y"�C , "6030.95 934.15 Tc2tal' • ALL Pnits a Da1ante: • '7 " . ri' S:,. �, �. k'1,".6fk1;{''S'i'x'"Srt.. ^rtl• :9 '; ?�4��} ,• ; 7.vS • *.'jf . ++, s • t 4 . % ..T <'• A• �v�. '•fa' F S 5.�� � .:r.�T:�.fl !rLb�1.•. r ,: 1 A{ �..�: =ik �. 1 a ..yJ. PERMIT NO.: 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 iffr00095 Footing Drains 00100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation : 200350 Crawl Space 1 �i X 00400 Shear Wall Nailing 0450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing I Q 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney I ❑ 00610 Chimney Installation /AII Types 0i - 00700 Framing ' 00750 Roof /Ceiling Insulation 00800 Floor Insulation " 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation Sir 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 0 1 1 1 0 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- reroof El 01400 Final -Fire je r 01700 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 ❑ 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/FiII ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 1 147-"ift Lct — 1 CONDITIONS .2' 0001 ❑ 0010 ❑ 0011 ❑ 0012 ❑ 0013 ❑ 0014 8' 0015 ❑ 0016 ❑ 0017 ❑ 0018 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 Partition walls attached to ceiling grid Readily accessible access to roof mounted equipment Engineered truss drawings & calcs shall be on site Exposed insulation backing material Subgrade preparation including drainage, excavation Statement from roofing contractor verifying fire retardant class of roof All construction to be done in conformance w /approved plans shall be done in addition to those modifications..." 0019 ❑ "No work ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 00201 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 .0-0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I a final insp by Bldg Div 0032 0030 Remove all weeds, concrete, stone foundations, flat No occupancy of building until 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 ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces a" 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 I•Iealtlt Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ,//4 ..,gr heater shall be anchored...." ❑ "Reroot" Plan Reviewer: he.-- 015 Permit Tech: �r v►^rvt e, d. 7s. Date: Dnte: 10 4)6 W; NO( (n W ; CO LL' W O QQ Nom. W . Z F- 0 .. W uj tJ a O N' W u j • V 0 Project: Type of Inspection: Address: 5—.2.? £ 80 Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: 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. Inspector: O' Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: A / P.M /) /AP U/ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: fk�tidre�e�i5�'` c. 4tul�• i�` SF! r. �1��' �`'. Jt4k :ca.:s�iA7n74:A�.F�'.�$`.Y.lis_ n ,� "`P ^^ �.� ... .. uY:4 yaasG4aS "::ti ^x. 1 /, id;,' 13>A.i+1n.8ulYJC' n �unY) „J,�1. tN *6i+M utia.l +dr !t r '.,xwt } - .J1 r' ?11A: ..< 4 5' 4 L . P o ecti ` Ty o Inspection: Addr ss: R • \ri Date J t • 10 I Spe I instr 10 �- '4k C'R,Q.�( {ca is _ 'Date wa ed 3 ' a i a.rlr P.m. Requ ter: Phone: 0(—t_ 71 Li? ` 9(I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECC?" Retain a copy with permit 1�20oc ' 8S Corrections required prior to approval. COMMENTS: K . rAci, ,i -a: Inspectors Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION REC Retain a copy with permit h.. Q r• Ph Requeper: PERMIT NO. (206)431 -3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #110, Tukwila, WA 98188 P je t: Type Inspection: f I N o �� ytt�l r wi ik I Cam di 1 ddress: Date called: 5, 3z 7 .So , t lin : V'Il 'Tl ° f Special instructions: Date wanted: 1) I p.m. Approved per applicable codes. COMMENTS: 2) e 0 \" 0n - A Pao reyued $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 J ki abAi i":.17 iti:t" ",� ;u4�f ail: AY .hcat�'tr�va+i'" �3Mil ° 7661c Corrections required prior to approval. I Inspector:') Date: y1^: l O O ) I ,...�.f,,.!• w,, r, ,.xiu ,L .... �.,ti_- w�,ii�....,�� u.anvdiSiu.- k+0.U:+i2;6�. e..�• .� i's,, Project: [ION uin Type of Inspection: Fi no l Address: - 5 329 lyah S called: + N — I g* "0/ Special instructions: �v � L! ,., Date want 1q _ O' a.m. Requester: �YI� - Phone: 2-06 --7810 -99 S5S Approved per applicable codes. -- .- T- •ice - 1u/ INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Now 285 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Src-NJ (It O ect.Sct t°, w\ cv kiwc,Q 9/ tc t Inspector: ( 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �4. Ac:.brY.$ix.r f -,y N ' t,( t . • I�Qft?•:�siY' f- .....:. « " <:h' .x. l:GzyLtmr..'Le: i.L.t u. .. v + V.. ... A.«, r Rii i _, . Project Name - Lk4\.» SVb( Retain current inspection schedule Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: N — 6 Ic uthorized Signature FINALAPP.FRM ,n' ►!� 4V t `a ! to' +;J sir' +`' ti "i�; 'r ,:su : s; '._7t1».q.titjy�,`N+,.t.n•....•+ .• - •11`.iN'�trT �N'�+►'`1w1n c r� }ca. �hti�i � �':1 i 1 City of Tukwila John W. Rats, Mayor Fire Department Thomas P. Keefe, Are Chief TUKWILA .FIRM, DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued Permit No. U L,000 -135 T.F.D. Form F.P. 85 4'`161 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 Project: / �v 1 lvn� Typ�ospe f In t� ion: t' b Oar �.,� a V Addr 3Z7 5• /Yo v. Date calle • 3/ta 6l Special instructions: F. c ��wr� Date wan ed: J` #�6 ,l p.m Reque ter:, 1C Phone: pp INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 proved per applicable codes. INSPECTION RECORD Retain a copy with permit �L - Lys PERMIT NO. (206)431 -3 Corrections required prior to approval. COMMENTS: CP Inspector: ` Q (W t Date: / , 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: .40y1 '�h, kti;.z,:iS irpproved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2000 -2 85 Project:D1ympic Development Address: 10th St Special instructions: Type of Inspection: u1Q-+er. service tip s-f alla-I Date called: 2- 22 - Date wanted: 2 -23 -0) a.m. Requester: im. Guess Phone: 2012- -794-421 OCOMMENTS: , 2/ - 2,116/ ( 12 1 ( 0 SP K.. Q arc .` t., C . Corrections required prior to approval. Inspector: Date: 2 1 J !.!/ 2 •` ' $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: ...__..r_._ wa il,_k1d)ci I f i, dr e .d to W +. W w O' J. I 1- Ob Z t-; 2 ,off' 0 I- uj 6 5 : • Z ` v rn: Project: . ,ol of�pp�tiort3 r n rr Address: ,� /L 6 Sr Date called: 9 . / Wo 0 1 f Special in r r . 1 d � /' Date wanted: a:m." a a l p.m. R equester : Phone: c90 6 -7,(0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Corrections required prior to approval. 0 $47.00 REINSjECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce r Blvd., Suite 100. CaII to schedule reinspection. COMMENTS: wh y Y.. 7 i2-71e" mph bvxtf 7 Inspector: Date: Receipt No: Date: s er f '`. ili,h .. a .r„ _ ` WW' J�> N u- W } 0 0 W Z O;. z W ` 0 0 LIJ o I .61 O Z c.� N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECO Retain a copy with permit INSPECTION NO. PERMIT NO. Special instructions: as e -e1 A S Approved per applicable codes. Ty of Dzto0 "2:35 (206)431 -36 Phone: — 796 e l( 0 Corrections required prior to approval. COMMENTS: ' 4 1 , 1 I�G hr, a o vn G ) - ap rOt1fd $47.00 REINSPECTION/FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: CD W O u.a �d U O. W W` u. o u j z tJ` ui O ' •Project / 114-r) Ty of Inspection: 1?// Address: 5,, 9 S. /Yp Date called: a7,90/o / Special instructions: , Date wanted: F-7,c7 //0 / O p.m. Requ ter: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3 proved per applicable codes. Corrections required prior to approval. COMMENTS: COOS - ow∎ o 4 13 F1r 4-;on ` Qpprov C-Yri ac-e, /l Y ji Pr/1 Inspector: Date: n _.a•Z � _ it 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: hems li4m n war.a Vic` Ar,:a +lin .m.ri �c 1.i.Mt�uG,�::ir�dN14. sb •.)i.� / %VcF. f4t�v,!! A w 9 N W w 0 ; , d . w mo ui 0 I— I" w _ :. 01'- Project: /1 , Type of Inspection: Address: ,53)75./Y0 s r D ate ca led - } ,.,)//b 0- Special instructions: Date want d G74)1-0 /01:: _ a.m. Re Aster: >r C. Phone: — '781 - 99// proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: InspectoF��) 6 414 - 0" - Date:_ 10- 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: , :.i7l.m.S.�'.. �;r9i'�� .� 4l.titiLul�.�',�ni+iw4}.slieY. W. _ .a talag :t � : <Mxk i1.tGat1•.�:ir�.;;b ,i.�(trr. .�Y!lY h L,iru.ii lvrk.. ✓iwa ga! ,e,..nt.nr. /� P j ct:fi( {v -•/fct spe io : 2 'h/4 N dr. ss : ts 1 S • / 'S-t" Date called: l 0 l Special, instructlions: I sf Lo 1 C•� %YIQQ� Date wanted: Z/2 /G ( } p.m. Requester: G Phone: ,zv6 — _7 86 99// 1.. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Li Approved per applicable codes. INSPECTION RECO Retain a copy with permit D 0oo -9g 5 PERMIT NO. (206)431 -367 Corrections required prior to approval. 0 $47.00 REINSPECTION4EE REQUIRED. PriBr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: COMMENTS: M !) CC ice ID at, %) /2-) L. //'l1 /...,/ LJn uP .ert S Guy ` %t r-K 'J 1 s�i' ����. s» �. t�..' �. �, �r".! 15�' s'. �taad�L7a+ �cat�grebS. �Ct1�' �') r�rr�' ? ."•':5��:.k3a�c�f.}•'�fd.a�rSC� • 41.,... �..,.• ,,.,,'.,e,r�,,,.,�„ r 4. 5 n. .... .,.IS +1.td,.V:tif.5(iLVK..`.' wcij!> :.uFln_:i�:�r.�5}w...�aY; ,�� •. a.r.,'l:::..1i .a.1r. x.F,. Project: 1" �� Type of Inspection: 5 - /V id a /GG / el y e r esole. Address: 3�� S y� S - Date called: /id*/ Special instructions: a tO i i 1 (a / I 1 G ' r y , c (use r - Arne kvricc - Date wanted: ll a � 1 / e s- a.m. p.m. . Requeste C f i G Phone: sv 4$ y S3 Y 3 $a /3v M . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. sR� �r .a•.T ) S .fin t .w7':.�c� � w.��x,S.AK .�ti. r'i✓.mN+...�.�ufia+: '%E:ld.. INSPECTION RECO Retain a copy with permit - 102000 a ss PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: v Date: 0 //0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: it • 0 CO 8' co 1L Q, to D Z FF Z Ob U 0 ` CO' 0 I — '; Z IL 1-V IL R — 0 Z . 0 Ni 0 Z Project: 1-614-kUwi Type of Inspection: S sewer Address: 5329 S No+ {t Date called: '_ 22 -of Special instructions: Date wanted: 2 a.m. i - 2 - 0 1 . p;in. Requester: r' I L Phone: Z0 b - I n 9911 55S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with permit D2000 -285 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 11* c � 67 - ; 4 Se / 4 cci (k1 a 1 I Tee 4 4 00 /2e 4 em T y" we F eopti-(4/. 1c vaye A y1 S, 53%5 s. ki k . i/A4, drC Gc /5 Mme. Inspector: Date: i,4.27 .$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: t Date: taitsellz ;i...n f :4!.0 .r Project: ���� Type of Ins ` ection: M 44tP . Address . Ogg / 5 D Date called 1 -70 -0/ Special instructions: G0f l '' ne q \ Date wanted: kw. 01 a2 Requester: ,, ei Phone: &i 0 7,66— 91// INSPECTION NO. INSPECTION REC Retain a copy with permit PERMIT 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. tip( & t v%,rr Inspect �• Date: HI _ O) $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. ,..... .� ... ,.,.r ..a.a,.1„ 5* Cs.+� • _ SE..m.s.. , �araV�i. :Sk+suis.:Y.aux:i,�k..r2uildb.•. ••• r••,tq,..u'+:4'.i�.,E SG>iil4titi5'Gt.d�- :"NnW. Project:: / / le Type of Insp 1b Zt h , Address: 04 6 No si- Date calle . Special instructions: Got Date wanted: a i-fi -o .mom Requester: , Phone: h d(0'' ! f3b r/// INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431 -3670 . pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: is_ � I _ 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid, at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: r,J . ;i:;�.: ,... .... Ci ��w.. , :t.r.4 r,.yl:.tw.u.,34it:Y RGi....il: .441.):u4.:41.t}. <4r. NV.hr+a;� . nb #� u «: «? . k i �3 .. .: x. f, >n1. viU Project: 1 1inA Type Inspection: nn •• m 0 Hco re Address: 53Zq s• ILK) Date called: 1 — 2 - 0v Special instructions: Date wanted: a�.m /2 -2 -00 rm. , Requester: (r( Pho Phone: ( % — C i e ( I( Igi per applicable codes; INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 bZ000 -285 (206)431 -3670 Corrections required prior to approval. COMMENTS: ` X� -�ri r S h1 ( t r �.t.. 1 r(= rO trJ Inspector? (j Date: 12 2 - ❑ $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: rl5aademw : Gu gtic `a i :yi d e a: iS 7i ,..,.,.i..nca.:l;:ew4:ouo-t;i. Project: 1-1-a1-1-um -r hof 0 0 � Inspection: rt)all aiorl ' Address: 5'3a Y S. 1 (/D Date calle • / 2 _/ 00 Special instructions: Da a anted: a.m. no Request : Phyne• cO.) Zo . —981 INSPECTION REC Retain a copy with permit INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per a pplicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: .e✓'■Or sk.Pa vOVPC1— v S /PA r' ci4.00 V` Q. Inspector: Date: I'1 _� D 06 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: lDiUt�tiS j1 r o rn r - Project: TT Type pf Inspection: goof- oq l\leu Address: 53aC1 S. 2 • Date called: *1 9 12 -/3 - 00 Special instructions: Date wante : /Z*- f -00 a Requester: Er I C. Pho e: �20) 736— 9 91 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 Corrections required prior to approval. COMMENTS: Inspector: L0 d C ?) a AAA PrfY Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date:. : +>iliiZ 'dii a..u3. r!,,; a • Proje }t om/ . Type of Inspection: v peoe '.cDjZ. , Add ss: 53Z? - s , 1 40" Date called: Special instructions: Date wan d: I Z7 87 C ' , Re ues�te �. f q C� (.( Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. `^ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 I PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: A OD pos"7 $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': '. mow; -+ •^"4 L!w ti r `aFda i a :: e 2. Project; J } Type of Inspection: 5SS Address: ,53 9 S, / A Si Date called: // f4 " Special instructions: Date wanted: 1 /A- y/V V a.m. p.m. RequesteL Phone: lic6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. O Zoe -Z 5 PERMIT NO. • y J p Yl' d, cif �+' iM2) A. 14' CJJ�} frleY�! itNy. Ti1x�Y. G44' fASIM.tYe�bi J��f1l����f� ' AiLk�' ii `tb' (206)431 -3670. Corrections required prior to approval. COMMENTS: 1 ,911/00 s'5144ii u / ��/�� u //2 i P...afL o S " NG s zol acA y 5 , p �1 e , /41,,A cait eitte .. zir . ❑ $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: 11%IMK7.FL+'di2L�iL • odui ?,.7i:5 ..!aYn 4, a.+`s S?w.: ws,. i?.' x... 6r 4e.4:..w Project: 11014.+4 hl sbor4 Plat Type of Inspection: Sevier Address: 532 9 S . I t.lo+h S-I- Date called: M-20-00 Special instructions: -,. ,__..� ~ `` 4 W L \ Date wanted: a.m. I V_21' 00 ' n Requester: I C. Phone: Phone: 6/786-191i .. S'55 Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2coo- 285 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: it 7.1100 .1CC• svc,g-c on h) �K )Ss, 13 S SIM11. 0 C �u■ tr-12 c l +:4 rti .AAA .Q,, c9 Si —Q e-k 't i t ` 5 c(C) 1 Q.L./ ( " I ( S,) S_pAve X35 5 lai T Inspector: 6 Date: 10.-11 I _( 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: h3� ;:frz ,'Y1rAira�'' liVte s:x.'pe , "i*y •9w°i."^a~i ntIettugh..1''.12h 4.t'i okij ,;%"" 0.L4, aw;M��a+e'•b+�M. .:sv.i3,i�: �.,L �.s;.Stn%�:ikwStt��. •xtyL +1 5 K».w.`vsi..t3usvr).U.;i;4;Rt Pro /r IMk c : Type of Inspection: U/tf n6 `961e- 5 s �� s r40 Date called: Special instructions: Date wa e / it I �22/ OO a.m. P.m. Requester: C.► Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: n o f ok, i- - 00-44 tatErf PuST r1,Vc P ct* In or 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: •..: la : . t °.ix Project: WO I'4 - kWI — i of 4 Type of Inspection: ET,b+I Drcidr'. Address: S ' 50 4 1 S /110 St D to called: I I — 00 Special instructions: E(1 Date wanted: psi- t I --1 , - 046 C J p.m. Requester: ErIL. Phone: 2-Oln - 1 " (0 9q II y 3. INSPECTION REC 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: Inspector. ,9....p —.4),0 ,N 4 mPla Ai me 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: Proje t: (�'��/`, Typ f Inspection: � 0 d A/OA 77 Bar Address: 5 321- 5 , 4_ Date called: Special instructions: 6 A. (S //V '. / . q711 .1 / (44 Date wanted I I I b o p.m. Requester: Phone: R Approved per applicable codes. INSPECTION REC •�� Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Ins El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r ,. �Y. o-�•a..am,s -- - -- .-......_.....__ La: �i�' �° Jd.° �.' S:, �. 1��a' w: 3�tSSS�. 7 `?:��t�".�'a"°ecSis�t.t..d'�rs. cx."2'M� ,�'?�l.'�f'.��. 0.4 sM; DI U 0 co LL. W LL — D. Z 0' W LU H' '' ` — 0: tii Z Proje t: S till U 4 t'. 1. _■ Ty a of Ins. ecti in: sZusuiustr� w710 .'.' r . Addre \^ Date called:, Special instructions: Date wanted: fr1)/ _ a.m. p.m. Re nester i 0 -/ INSPECTION RECD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 3670 Approved per applicable codes. orrections required prior to approval. COMMENTS: o,e0 /L fO T ooze-, ,c /,rare -,e'er Pik Ins r• � Diei// 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: A:'111-. 0.1 ; met.. Vot.4 .oz;+'A'Si: uzitaa'74tCa aiFk ,vreaurSS!( raefr3Er1 i,•, ifis;.,4,' � a 5f�r •' .rs„4.'!„r.t {L7v. »..etr`:Esc.a: bit .- thi;'+t. ".arc:•.� ,.... a.1v . ,.. .,. t>^i.i..;:.'Kt� Project: b - Nol+lurr\Shorr P14+ L l.-1 T e, of Inspection: } urvl trfricn i-rrh n c s c Address: soci 6. I' -10 �- Date called: Jc, --0 -b 0 Special instructions: Date wanted: (rn� ( 5 • p.m. Requester: Phone: fn loco - 7S % 1 INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 4 • { III PERMIT NO. (206)431 -36 Corrections required`prior to approval. $47.00 REINSPECTION t€ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: }�` t . ix:. rr�:. c,,... w,,....�r&at..�.:.•tiSJ:.N.u. -: ..t,.,.xn,,.. t� «. � ' liis:i ., v ..«. 35.._ ::�.rtc,i., : tz.,. t�ti .�;i3i!!bF..a7:A:l.:+G'.w�;r •., e« ,y'f1i.+7A?�...,...A'..nA»..+ +, .....::�. ...a�., �.Y�Y i...:tl.:.�.r 4.. a::� razk. ,t4v�.i •n�lv� k. 9 �i.4�ru ti�Lf . +! } fJ 4.1 CO uj 9 0 IL. O W q 2 J; u- < Z ' H; uj 2 ;U O O N 0 ' 1— = V ; r� 0`. _ Z u;9 -Z. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. . (206)431 -36 Pro j ect: o lituni S hbrf Pkt Address Special instructions: Type of Inspection: ht l C410.1 For-ho Date called: o —z Date wanted: on p.m• Requester: Phone: Lb& — 7$(0 - 9 7// Approved per applicable codes. MCorrections required prior to approval. COMMENTS: etfceJ ` +0 C o apprdva' 'Pg ( 5 oK Inspecto Date: \0-?S- 05 ❑ $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: • k. , ..... _. d �...s;a.ra• �,�::sctLca3S7iad' ti v:4,;w+.i1PALIsta3o 02. !4su.,i:. •. .v.L+`..x+uni:...A..'.S+tt t : SA.'i �4tsS'a , ;'YI MDT Engineering Structural Calculations For Olympic Development Plan #2274 FILE COPY August 30, 2000 Consulting Structural Engineers 5513 S. 300th Place Aubum, WA 98001 (253) 948-8810 RECEIVED crrv.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. •.4Y, ' :44 Y MDT Engineering Table of Contents Paae No. Scope of Work Structural Notes ii Shearwall Schedule iii Typical Details iv - ix Lateral Analysis 1 — 6 Misc. Vertical Designs 7 —11 eTh Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 948 -8810 MDT Engineering Scope of Work Michelle D. Thompson, PE. MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946 -8810 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, Seismic Zone 3 2. Misc. Beam Designs as requested 3. Review of Footing Sizes 4. Calculations to eliminate backfill at inside of footings 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. 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 - per Uniform Building Code Zone 3, I= 1.0 - DL =15 PSF LL = 25 PSF - DL = 10 PSF LL = 40 PSF - DL =10 PSF LL = 40 PSF - Assumed 2000 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design - 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 211/18 ", 3 %", 5 Vt & 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 6 8" oc, UNO. 8d common nails shall be 0.131" O 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. 2. Seismic 3. Roof Load 4. Floor Load 5. Deck Load 8. Soils 7. Concrete L�'S'""7.!tlR•rnn- +.....,.w ..«.r + +.+Y° raw M.R..:wW4trin..PAWIMII. aratx e.rm... at t : co fa a z I- 0, w ~ 2 o; ff '. = • o w z U z MARK SHEATHING FASTENER SPACING @ ALL EDGES BOTTOM PLATE NAILING OR ANCHOR BOLTS FRAMING ANCHORS (NOTES: 7 & 8) ALLOWABLE SHEAR _ NOTES i 1A 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 8" oc OR 14 GA. @ 6" oc OR 15 GA. @5 "oc 16d @ 8 "oc OR 1/2" AB @ 5' -6 "oc A34 @ 2' -4 "oc 130 PLF 5, 2 1 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 8 "oc or 14 GA. @ 8 "oc or 15 GA. @ 5 "oc 18d @ 8 "oc or 1/2" AB @ 3' -2 "oc or 5/8" AB @ 4' -6 "oc A34 @18 "oc or A35 @ 18 "oc 230 PLF 5, 2 2 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 4 "oo or 14 GA. @ 4 "oc or 15 GA. @ 3 "oc 2 -18d @ 8 "oc or 1/2" AB @ 2' -0 "oc or 5/8" AB @ 3' -0 "oc A34 @ 10 "oc or A35 @ 12 "oc 353 PLF 2 3 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d @ 3 "oc or 14 GA. @ 3 "oc or 15 GA. @ 2 % "oc 2 -18d @ 6 "oc or 1/2" AB @ 1' -8 "oc or 5/8" AB @ 2' -4 "oc A34 @ 8 "oc or A35 @ 10 "oc 451 PLF 4, 2, 9, 10 4 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d @ 3 "oc or 14 GA. @ 2 Woo or 15 GA. @ 2 "oc 2 -16d @ 8 "oc or 1/2" AB @ 1' -4 "oc or 5/8" AB @ 2' -0 "oc A34 @ 6 "oc or A35 @ 8 "oc 545 PLF 4, 2, 9, 10 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4 "oc or #6 x 1 W SCREWS @ 8 "oc 16d @ 6 "oc or 1/2" AB @ 3' -0 "oc or 5/8" AB @ 4' -2 "oc A34 @ 14 "oc or A35 @ 18 "oc 250 PLF 3 6 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB @ 4 "oc or #6 x 1 Y2" SCREWS @ 8 "oc 16d @ 8 "oc or 1/2" AB @ 5' -8 "oc A34 @ 2' -4 "oc 125 PLF 3 7 7/18" MIN APA RATED SHEATHING BOTH SIDES 8d @ 3 "oc or 14 GA. @ 3 "oc or 15 GA. @ 2 % "oc 2 -18d @ 3 "oc or 5/8" AB @ 1' -2 "oc A35 @ Woo 902 PLF 9, 2, 11 8 1/2" GWB BOTH SIDES 5d COOLER OR GWB @ 4 "oc or #6 x 1W SCREWS @ 6 "oc 2 -16d @ 8 "oc or 1/2" AB @ 2' -4 "oc or _ 5/8" AB @ 3' -6 "oc A34 @ 12 "oc or A35 @ 14 "oc 300 PLF 3 _ L SCHEDULL NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 8D COMMON = 0.131" O X 2 %" MIN., 10D COMMON = 0.148" O X 2 W MIN.,16D COMMON = 0.187" O X 3 %" MIN., 5D COOLER = 0.088" O X 1 5/8" MIN., 5D GWB = 0.092" O X 1 3" MIN., 15 GA. STAPLE= 0.072" 0 X 1 %• MIN., 14 GA. STAPLE =0.080 0 X 1 '/" 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 6 AND 6 ,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 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 2X2X3/16 PLATE WASHERS ® ANCHOR BOLTS © SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE @ SHEARWALL TYPE 7. tr !L:rm D X .".'7_..�3.,::t'.*�r'�cNc f�trxr� .;..:,..iF " •i.� A 130rrOti PL NAILING --� PER SW SCHEDULE \ 2 -2x STUDS SIMPSON - IOLDEOWN. FILL ALL NAILHOLES WI I6d NAILS. EDGE NAILING 130T. PL 4 -ri SILL PL. FOOTING DIMENSIONS OTHER FEN. SECTIONS -H 13 Ts'PICAL. SNUARWALL DETAIL POUNIDA`1•ION WALL pR?AI1. MDT Engineering Consulting 2411c1.19.01 FnRlnocln 20419 66th Avn. S. " — ARAU4I0, NA 1.1110111 ,.1 111C11213.2 D. 'I'sMMVSUN, P.C. (200) 040 -01110 Reglatured I'rnfouInnsrl Iii Innol• ANCHOR BOLTS PER SHEAR WALL SCI- IEDULE. FACE OF CONCRETE CORNER 1/2" - M IN. ., • •,,• ,.. '• • ,,. .•� • • 1 . • • . a a ' • • •i -- • COPI'RIGINW 1995 MDT Engineering CIIIY:tIYI MD T. SCAM l UII:AIIIN 1 2 I 2 -2x s'ruDs SIMPSON HOLDDOWN. FILL ALL NAILHOLES WI I6d NAILS. EDGE NAILING 130T. PL 4 SILL PL. SHEET NO. — FOOTING DIMENSIONS OTHER FON. SECTIONS 1 9 • ANCHOR F3OLTS PER SHEAR WALL SCHEDULE. TYPIC4L 51- 4E4RUJ,4LL DETAIL FOUNDATION WALL_ FACE OF CONCRETE CORNER I K . MD T Engineering " onlli{ Blruollnel Fnghlcrrn 80119 nI i. Ave. S. A01000. WA 011001 (:!Oa) 010 —Unit) lIK WI4 111(:IIFI.I.tJ It. 1'llOMPSON, I'.k:. p vc:llccJl � l Ilerirlores1 Profereianel Engineer 1 1 1 .•,n.rt. �.... ...m. 1/2" - MIN. • • ` •'i i I.t, ■ COPYRIGHT 1995 MDT Engineering ccwi V 0 rn 9 co w o` g • LL ' Q, w Z .O ,LLL O Z! C N. 0 i . USE TOP PL NAILING PER SW SCHEDULE SHEET NO. EDGE NAILING PER SW SCHEDULE. B SHEATHING PER PLAN 4 5111 SCI—IEDULE. DETAIL Of SIMPSON 'FRAMING ANCHOR PER SW SCHEDULE. TYPICAL. INTERIOR S1- IEA1RUJAL.L. DETAIL. COPYRIGHT 1995 MDT EngineerIng W/ NO SNEARUJAL.L_ 4150VE MDT Engineering Consulting Structural Engineers 29419 65th Ave. S. Auburn, WA 011001 MICHELLE 9. THOMPSON, P.E. (206) 046 -0010 Registered Professional Engineer TOD NO. CHECKED M.D.T. DATE SCALE I" =1' DRAWN LOCATION DocUcoM 2 BOTTOM PL NAILING PER SW SCHEDULE SHEATHING PER PLAN 4 SW SCI- IEDULE. 2x STUDS EDGE NAILING BOT. FL, RIM JOIST 4 TOP FL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. TYPICAL_ S1-IE4 "'W4LL. DETAIL UU/ WALL 15E LOW DETAIL (s. `` MDT Engineering M" Consulting Structural Engineers 20413 661.h Avs:. S. Auburn, WA 00001 MICHELLE D. THOMPSON, P.E. (200) 040 -11010 Registered Professional Engineer C GWB PER PLAN SIMPSON FRAMING ANCHOR PER SW SCHEDULE. COPYt Ic I-IT 1995 MDT Engineering , SOD NO. CHECKER M.D.T. DATE SCALE I " =1 ' DRAWN LOCATION DocUcoM Cg1 (0 W . CO F W 0; g 1' d Z � z H W LiJ; 2 O E MI 0 =i W W '. �c..i LL i's 0; Z ; ma fri 0 A BOTTOM PL NAILING -- PER SW SCI- IEDULE SIMPSON STRAP---, PER PLAN. SLOT PLYWOOD 4 BEND STRAP e JST OR BLKG. EDGE NAILING PER 51- IEARWALL SCNED. 'SHEET NO. 1 TYPICAL. SNEARWALL_ DETAIL WHERE WALL DOES NQT ..00CUR BELOW MDT Engineering MICItEILE; 1). THOMPSON, P.E. Registered l'rnfes,Inti t Engineer Consulting Simi Engineers 20113 06th Are. S. Auburn, WA 00(101 • (206) (111(— t(01(1 1 C ��- SI-IEATNING PER PLAN 4 SNEARWALL SCI- IEDULE. IF JOISTS ARE PERPENDICULAR TO SNEARWALL, PROVIDE 2 -2x • BLOCKING BTU N JOISTS FOR FULL LENGTH OF SW. IF JOISTS ARE PAP-ALA-6C TO 61- IEARWALL, PROVIDE D151.- JOIST UNDER SW. 100 NO. DATE COPYRIGHT 1995 I''IDT Engineering DRAWN 1 CHECKED M.D.T. SCALE I " =I 1.01:AT10N A 2x4 TOP PLATE /-- HEADER NAIL SHEATHING TO — HEADER 03" O.G. E.W. SIMPSON I- IPA1-1D2 U.III. o by l%CA0U6 n *rAIL s 5) '3 'of . II • i T MDT Engineering MICIIELI.E D, TIIO■I'SON, I'.E, Registered Professions) Engineer C APA RATED SHEATI -ZING 3/5" MIN. 24/0 EXP. I ` "T1) I (2) 2x STUDS. NAIL ri ►� C4-IEATI- IINGTO EACH °STUD '' i I �►1' I- =_-- --!�.-1 I I T 4 LATERAL RESTRAINT PANEL Consulting Struelurnl Engineers 29413 56th Ave. S. Auburn, RA 900111 (200) 010 -0010 16 GAUGE STAPLES OR 8 PENNEY NAILS * 3" O.G. ALL PLATES, HEADERS AND STUDS. 24" MIN. OR 16" MIN. -(2) 2x4 BLOCKING * ANY PLYWOOD JOINTS. /- (2) 2x PLATE NAIL SNEATI -IINGs TO EAGN PLATE (3) 2x PLATE a 16' WIDE PANELS. I /2 "dia. ANCHOR BOLTS . 1" MIN. EMBEDMENT JOU NO. SAW • EROS !;�cllcc r 4 IX D C FYRIGNT 1995 MDT Engineering clicmten M.D.T. SCALE NT5 I.ui: lION MIT Engineering 29413 5511h Ave. S. Auburn, WA 98001, ,;r 206-946 - 8810..x' +; goOI 31ZAM 1Il(a , kleHa r612 ll"&ketiVAVGL f =r=fralf—_ • 600-V1 Ackia eUgz-NE-hl AU.. J- r 1 6 0 71 J A Jr- t UO 'fir, /.lo, kw/ WAU; 0424 c.6C. v/ rgAm m. /( 4 .4 or PAM r e-orroAA u 1 77./ /,v• 4" • ptivkLA 6k/ are MDT Engineering j..ateral Analysis Wind Loads: Basic Wind Speed = 80 MPH Exposure "B" 0 -15' 15 -30' V =2.5Ca W R Ce = 0.62 Ce = 0.76 Cq =1.3 Qs =16.4 PSF 1= 1.0 WL = Ce Cq Qs l 0 -15' WL = 0.62 x 1.3 x 16.4 x 1.0 = 13.2 PSF 15 -30' WL =0.76x 1.3x 16.4x 1.0 =16.2 PSF \ j 1(.2 (���3,s� -� l3 .2_ (1 i 1) = 321 Seismic Loads: Seismic Zone 3 Soil Profile Type Sc Ca = 0.33 1 =1.0 R =5.5 V = 2.5 x0.33x1.0W= 0 5.5 D(- : p,00F C1o)(s5' = 600 wit (z 8Xlo): 1(.0 rimy. (2IxP-) =2,1c) m4i)(1o) trso )13o v _ (,15(1 1 3) - 170 Consulting Structural Engineers 5513 8. 3001h Place Auburn, WA 98001 (253) 946 -8810 P$p()nJ DANcY CNCC-K : (mx = /- 5 �� = ('. ' x>) -1: 259 WI Cot■VMOLS I \Jo, 120 ov Vw INb ( 13.5 ' 29.33 CO_ -to ZO; • 'NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE ITS DUE TO THE QUALITY OF THE DOCUMENT. _ • NOTICE. IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT_IS DUE TO THE QUALITY OF THE DOCUMENT. Co } UJ MDT ■ugl uooring Consulting Structural Enpineure 29413 66Th Ave. 8. Auburn, WA 98001 (200) 948.0810 s - , IJ'-) y Y=185 pCF z.r= 11 P(✓ F 9 d pTh h = /4,5 /xa = 3)(c Qb - 7,12' X-b _ /5O 1 a _ /2.5 ' LL c 3/6 33 /5p u / /cI P/ = 8 � NO CIA. /F7_ �b = 21 ' dt/o WC. SFr /6043/(0= 555 474 476 03 65 . __ __ 8' 140 =f6 11587 8 2 -A22 4.s' r �J /3' /t/ uP4. i F NO UPI /Pr /50 /z� star. /33 /35+.3/0` 15/ 12. 9 8� 888 SNT , 84E1100 , - r7 /:0 / /z W I (p. e 4, � (4 -I- 11 (406 - 1�,►2= II (507:x- t;o.4- Boper I p- l 00 (I /,` 7 4/90 / 441E, /4 A. le) .m.e? are_ V& .1 5 +0 06) , ay..° 1 p 644 4-bo] (4 ;) / A= 17(i4-' -X 611.9° 151 AP-E6e61.2 - 052 b = moo '1 z GCZ? 3 � V j01 G v\I (ft 'Pt.P is(4b)-/-&o+ cere '//b ; 1 1 1 /8 - 1 / Pi2v pArle p../41/‘.01 1:,1#2.---,61. +I) ( 4-6o-� 4.61.€ � +. l� N% = 774 22. 1 2 ' 21,4 4 ? : ' (r a9, 1,5 fLfV/J, j & e.ek NI !S'aftz aedg. aFroN E f ), w ( 4 0 ) + 1 ( 0 ) 1 , (6i.p x ill./ei wL 9 % xII77 /S l Ficr 017C--c w = P2 (40) = 4Z 4c,Y 5 11 02— fW I 4/6 �a & 131 i;7 I44-I 4 -F1fi = l61 ve? 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I I 1 ; i O .... I ; I • •• 0 • O. • : e; .71 to • F. Worg."?).r. 1 •• I ! ." i t . • • " ; 1 • . • aae,//■• 14 12".:>4.1.1.U. ;'124.2.7 • : / 1 I ; I I i • : I . • I : I • • ; • I I • • I • : : ; I 1 I : • A . o s• * ! : . • a ••• 1 . 1 • .• • 1 • I I • : : a i ' I . • •. ... 1 • : ' •• • • ••• ••; 1 .. r ....• " ... I 1 1 i i i 1 • • • • I • : I I I . • •••;•• .1 • I .•• • • 1 I . s I i , • , i • . i 1 . . • I .... . .. : . . . , , • . • . • • ; Olympic Development NW Inc. Tukwila Building 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 RE: Address: 53xx South 140 Street, Tukwila Lots 3 and 4 on Hokum Short Plat Permits: BLD2000 -285, BLD200 -286 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. cerely, Daryl Tapio Attachment Site Plan 2 pages total REVISION V October 25, 2000 CITY OF OCT 2 5 2000 PERMIT CENTER Ca ' Works Pk City stand omissions adopted for t� o ed designer. drawings and will re for subse Masi P Or e • 51,'SZ have errrerrsrreo 1- artmen for eoMorrnaneeh ds. A eptafCS Is subled to crrcr^ nd vhich do Ad Me v; 7 of ndards I or . TI.,: � ';ty uacy of de rests' ,I, ddition or rev; :se tenth la void t;yw. -:. Co tilt' = •a of rov - I . :. gs ance OS idled to fi:: :I : octioa bp Works Mos Inspector. I lop DY: I Lowior recces �v�TeN 191 rh • >+vJ,( TE, M1iv.*W'nNW7 it.,V+3At6! iIV-th e \a 51-fe I%A■1 &TQ Mer oerFeAr TA% =D 1Co' 7oqOOZ 14 \ : 1 // hiour . l c/06 s f; S CRY OF E TUKWILA OCT 2 5 2000 PERMIT CENTER I �. I f3 I , ( "1r ,ie ,,, -HI drew Ti'M WI D wag ,N A,I A0Af4a19“ I N 1 "i10' C.,- GAO P. Pewez D- D2A'NS W • WATr1Z S4Wce CIT OF T T UK D WILA SEP - 1 2000 PERMIT CENTER N 1 0 0 A these plans Works Depart City . s or;.. . c u. rc. fcr subsep,uc Final accept Ow Pty W V N ave bebn rwlevied by�M PMM ent to conf orman . vIth current Acceptance 1 • ect to rrrorr and ,', do not a o I ' f or rdi co:: c: t esign r. e • - .7.. eletionn (. W • cte will , 4 rc ..u bmittci \. c t cpprgval. co is subject t utilities inspcc By: I LooL.44 r nova EVRToN 191 � A 56 r3 \.\I/// qO / ' hdou • 511 TA ti Gory G�uM vvb AT Tex I 1C070gooz.14 Dr t ✓6u->ty f "s to' L a? y RECEIVED CITY.OF TUKWILA SEP -- 1 2000 PERMIT CENTER (IS 'EsT TZ Vel °e 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 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). RECEIVED CITY OF TUKWILA SEP - Drainage Attendees: Tukwila (Joanna Spencer, Ryan Partee), Olympic (Daryl Tapio, Eric Holmgren)ERMIT CENTER Date: Friday, June 23, 2000 The perc 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 DOQO oaes 1 2000 . rnw 9 w � u- Q ` N_ D W : Z ` al a 3 p' C.) co o WW 0 ui z U N x. 4 Olympic Development NW Inc. rely, 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 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 not required. Mike Alderson stated that the other requirement was to check the flow of the hydrant and to contact Mike Cusick for this. Mike Cusick responded later in the day that the flow on hydrant #87 was 1505 GPM and was adequate flow to not require sprinkler systems. RECEIVED CITY • OF TUKWILA SEP - 1 2000 PERMIT CENTER re 2 $ w u. Q H z �! 0 :. z LU D o 0 = I~ _ . 0 .. ii z 0 z .::. 1953'SYW 34 SS � ch1E O�R1 ER TO 'ERY ON CORNER 'ENCF. ORNIER /S ;.O ?," PROP. INE' _to 4 FEWCX .93 W OF LINE • WOE ASPHALT WAY ✓.• 'F GREENHOUSE FOOTPRINT 237 Sq.R.± (r APPLE 61.79' 9 ° S LINE OF LOT 10 1 4 SiE g a W /yIANKoLg irr xeal z cre►T4 N TyA sl si w w W 2 w w w Sp CC _ �a SD SD S0 x _ N69�3'3 ?�M(�l) 337. „ SG 50 SD 50 - 50 �5� - 'PH-- PH —PH —PH PH uP —PH POSER PH- UNE V A 0 � 988 S f. O THE N P H —PH VAULT —P H I � 20 Of LOT 10 5192' N6937'49'W 209.61' m9Imrnrg •PoIvtg fa'Nzo o.rf•r+.'st'• "tort/ WglY.Ymv,w''l trams *?wf m•v, nw'+? .w,..... w .'w.aps. k+owNY rk.e.o.o..gwm•. + trim. Aura,, XL ot .0e° JP tt Z o DJ uj U o N° 0 H '. W W . O , i ii z p N ACTIVITY NUMBER: D2000 -285 DATE: 10 -25 -2000 PROJECT NAME: HOLTUM -LOT 4 SITE ADDRESS:: 5329 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 Publi WQrks / 7 10-26 Complete Approved Approved M'KKO 111.1)0C Yr1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete I I APPROVALS OR CORRECTIONS: (ten days) n Pla n" ing Division to -z4 Permit Coordinator la DUE DATE: 10-26-2000 Not Applicable Comments: TUES /THURS ROUTI G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 11 -28 -2000 Approved with Conditions Li Not Approved (attach comments) REVIEWER'S INITIALS: Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: n DATE: DUE DATE DATE: ACTIVITY NUMBER: D2000 - 285 DATE: 9 -1- 2000 PROJECT NAME: HOLTUM - LOT 4 SITE ADDRESS: 53xx S 140 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # - After Permit Is Issued DEPARTMENTS: Building Division M» a.21•CO Publi Works c�q s� Complete PtRMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9-5 -2000 Approved Approved with Conditions REVIEWER'S INITIALS: Incomplete ri Not Applicable Comments: TUES /THURS ROUT G: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS: Planni Division fW q -2 Permit Coordinator DATE: DUE DATE 10 -3 -2000 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: 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, fad etc. Date: ID A.5/0 Response to Incomplete Letter # 0 Response to Correction Letter # ag_ Revision # ( after Permit is Issued Project Name: Zit 4 Project Address: 53 2 9 Contact Person: DI 1 TO Summary of Revision: G' . A.x ) s i 4-e 0) # 40 rin • f Jr1L'«v Oh 1 0 4- 4 4 Q .3 ( 4-(1 1-1-‘ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on 1 D -1 .) er Boulevar t John W Rants, Mayor Steve Lancaster, Director Plan Check/Permit Number: S.-11) ) 1:0 v 2 g 5 Phone Numberc2 Q /23 - 3/07 )avl ui 1 1-e. , s aec RECEIVED i I I or Ut<Vti' OCT 2 5 2000 Sheet Number(s): PERMIT CENTER 06/29/99 Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 Z • 0 § 9 N „. WO- 2 J u. Qi 'U z �'. U w D0 0 I- O u i co Z When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 Abbreviated Legal Description: WITNESSETH: 20000918001020 HOLNGREN,ERIC EAS 9.00 PAGE 001 OF 002 09/18/2000 14 :15 KING COUNTY, WA UTILITY EASEMENT 1 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 L2000 :016 i A The North 18 feet of Lots 1, 3, and 4 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. THIS INSTRUMENT, made this /9 day of .5 EMar,e , 2000 , 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. EXCISE TAX NOT REQUIRED King Co. Records Division RECEIVED SEP 1 S 2000 TUKWILA PUBLIC WORKS 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 µ4.} " Short Plat Number L2000 -016 re under recording number 20000622900008. Y SN 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. q Fury 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 SEv:t., /L STATE OF WASHINGTON ) ) :ss COUNTY OF KING ) Given under my hand official s ;a}t Iv ss� ati.. F. NO _ Z 77 • v2 pUe c co ,, SH I N 2 ,2000. 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. , %%%tSIuO�gr i. Printed Nam _ Notary Public in and for the State of Washington, residing at ,Sea. P. . My appointment expires / — 9- .2e0L When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 20000719000858 CHICAGO TITLE LAS !.!A PAGE eel OF 092 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 Nat Number L2000 -016 Abbreviated Legal Description: The North 18 feet of Lot 2 of City of Tukwila Short Plat Number L2000 -016 recorded under recording number 20000622900008. .- 01 6 f 5 '. / 0 o THIS INSTRUMENT, made this 11 day of 20 0 i) by and between C73 0 `" 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: EXCISE TAX NOT REQUIRED Ki Co ecords 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. 1 RECEIVED SEP 1 8 2000 TUKWILA PUBLIC WORKS i i Yrs i 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 / iv STATE OF WAttigIt *01(1 ) MONTANA ) :ss COUNTY OF KING ) 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 I OF 'r' �� - ' Name: e - Mar otary Public in . nd for the State of A90 nit,,A n; residing at Vii , •)tO. b us y My appointment expires / - c' '7 C 3 , 20 C? C? Carl J. Holtum RECEIVED SEP 1 8 2000 TUKWILA PUBLIC WORKS ,20 When Recorded Return to: Olympic Development NW, Inc. P.O. Box 69736 SeaTac, WA 98168 Grantor(s): Grantee(s): Abbreviated Legal Description: WITNESSETH: UTILITY EASEMENT Carl J. Holtum and Linda G. Holtum Lot 2 City of Tukwila Short Plat Number L2000 -016 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 )) day of % , 20 Q /)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. 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 RECEIVED CITY OF TUKWILA S E P - 1 2000 PERMIT CENTER Dww 2s5 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 ) 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 0 " rju_e Name: a 'NAV -Notary Public in . d for the State of A7OI I lashintemresiding at fly %PS b ub y My appointment expires I-- '? - . 5 2 , 20 0. Carl J. Holtum inda G. Holtum 65ZiaL itu•rslitL ±W1 ca�is.'.i: +.+ 4: LP% 3< r' 1Lr: Sii.. uiG.. .`/a1�.�:.auJwa�i.�[wiw"...�.. • 2000719000859 WHEN RECORDED RE'TURNTO OLYMPIC DEVELOPMENT' NW, INC. P.O. BOX 69736 SEATTLE, WASH. 98168 B AL I T . a l uD i E1765577 KING SALT $ i1 e,eee.00 PAGE 001 OF 001 CHICAGO TITLE INSURANCE COMPANY STATUTORY WARRANTY DEED *9- e() THE GRANTOR CARL). HOLTTUM AND LINDA G. HOLTTUM, HUSBAND AND WIFE for and in consideration of Dated: JULY 10, 2000 wn TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION ao °' in hand paid, conveys and warrants to OLYMPIC DEVELOPMENT NW, INC., A WASHINGTON CORPORATION RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER 577559 a' c1 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 LINDA G. HOLTTUM SWD /RDA /0999 E»cco } WATER SUPPLY ASSET Bill of Sale P:PW Dev Engr /Forms /Water Supply Asset Sale City Water Meter Permit No.: O 7. 10() 2,S5 KNOW ALL PERSONS BY THESE PRESENTS, that e5�i .-)-yv i; ��� � � �� Tir c _ , an individual /gerneral corporation /partnership and existing by virtue of the laws of the State of Washington, located at 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 5:;7- S. ikvrk s T , City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: .- �,3 0 1' SJ 114 -2.3-q 1 (O Noc Z Co I ekt( -o■ sz S • List of Materials /Asset Description I water meter box(es) located at the above address, cg_') lineal feet of 3/ inch meter service line(s) with appurtenances, made of ( fpe - 146 J1 material type with an installation cost of $ I WO , 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. ..,, cL ,t::o..�.,,...:+.• - ':iu:..,, �ra.i' >U "a:.:a'.:::tiJ.tiE EXECUTED at the City of Tukwila, Washington, on this $th day of Jahu2ry , 20 03 . STATE OF WASHINGTON County of King • • • :S • AMP ) ) ss A€ Signature Alice A. Deacy Print Name P:PW Dev Engr /Forms /Water Supply Asset Sale On this day personally appeared before me Daryl Lee Tap 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 g41 day of Tahurary , 2003 . NOTARY PUBLIC in and for the State of Washington, residing at Rerif ovi, Was hi n G - fo i My commission expires 6-/6-014 Re .lential Sewer Use Certific ion (To be completed for all rttpd 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.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February t, 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 /31 y ' //v , 'd,EGD/°is,, ' i //crl /ve (Last, First, Middle Initial) Property Tax I.D. Number A 7 0 % 62/g Property Legal Address ? 9 S, L2o,00 & Subdivision Name Subdiv. # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailiri Address Y (If different from above) Please check appropriate box: �C, T6 Single- family 4- D2000- 2 S ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces 1057 (Rev. 2/00) Lot # Block # 5 /4 (2.) 9') u,& t* la L A/4- 98/6 g Ot goK 6g7.3 t,,fd 98!6 Owner's Phone Number ( e g ) 2.9a -00315 Property Contact Phone Number (a)6, ) Z' — 0053 - Party to be Billed (if different from owner) Party's Mailing Address (if different from above) i City or Sewer District �, .ec/.l r /q Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ YesVo Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Signature of Owner /Representative Print Name of Owner /Representative x 0.64 = x 1.0 = White — King County Ye ow — Lo Sewer Agen �7 ForKing County use: count # .: ` r •Monthly: Rate Six Month Due For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resub► r.1 u.f.I.,■..:._ -cted data for determination of a revised capacity charge. GO Pink — Sewer Customer RECEIVED CITY OF TUKWILA SEP - 1 2000 PERMIT CENTER Date 7 /i /G0 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 OLYMPDNO30MQ 07/01/2001 EFFECTIVE DATE 07/18/1'997 / 1 OLYMPIC DEVELOPMENT N W INC P 0 BOX 69736 SEAT- TLE,MA 98168-8736 Issued by DEPARTMENT OF LABOR AND INDUSTRIES FILE COPY Late Permit No. DIQQQ-1-222----__ I ELEVAT SEPARATE PERMIT REQUIRED FOR: VeMECHANICAL UIVIBING ,AS PIPING CITY OF TUKWIL.A 2911...DING DIVISION GUY OF APPROvisio OCT -Li 13.01-SON 07-03-00 PERMIT 5GALE AS NOTFD ivED TUKWILA 1 2000 ENTER NOTE: I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL APPLICABLE GODES 2. VERIFY LOCATION OF ALL ELECTRICAL FIXTURES 3, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/ BUILDER TO CHECK FOR ANY ERROR OR OMISSIONS TO THE PLANS. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS 9 ' 0 „ /2'0° Gad vpilnri z/X /z "HF 6oX5o SL FAMILY 14'- O'XI7' -6' I6' 10' ISLAND I 4oX3 /6 SL RAIL n• . - 5' 0' 1 V 5' 10' DINING 12'- 2'X10' -6' _if 1/4 :>=11:V8 5TNp8RT PH D& - S D53 &iI S STBZ 8 RAIL FLOOR PLAN SCALE V4' -I ® 3oX5c SH R.T SA FE'�I GQAw� G LAO E p,-1 x ! 91(14 " M.1 k. R' Qoo 5 i w v 0 WASH I N6TON STATE ENER61( CODE FLOOR AREA- 5F GLAZING AREA- 5F / - ELECTRIC HEAT OTHER FUELS GLAZING 0.46 U -VALUE 0.70 U -VALUE DOORS 0.40 U -VALUE 0.40' -VALUE CEILING R -38 R -30 VAULTED CEILING R -30 R -30 WALLS R -21 R -I5 WALL BELOW GRADE INT. R -21 R -15 WALL BELOW GRADE EXT. R -I0 R -10 FLOOR R -30 R -IG SLAB ON GRADE R -I0 R -I0 VA POLY PLASTIG WALLS E CEILING >- 4 MIL 6 MIL VISQUEEN PVA PAINT V _ NTILATI s N VENTILATION WILL BE INTERGRATED W/ FORGED AIR VENTILATION SYSTEM. WSEG 302.6.3 FAN SIZES AS NOTED IN PLAN Q DENOTES 4/X8 HEADER BEAM hIEADER BEAMS: #I DOUG FIR STUDS: #2 DOUG FIR GLUE LAM BEAMS: 24F -V4 ARGHITEGURAL 24F -V8 ARGHITEGTRUAL (CANTED BEAMS) W I WOW ` G1- DULE LIVING FOYER BATH DINING KITCHEN FAMLY BEDROOM BEDROOM BATH BEDROOM MBA TH M.BATH MASTER WIG TOTAL W I ■0O07 511E 3oX5o SH DOOR UNIT 2oX4o SH 5oX5o SL 4oX3/6 SL 6oX5o SL 5oX5o SL 3oX5o 5H 2oX3o SH 5oX4o SL 5oX4o SL TEMP 3oX4o 51- TEMP 5oX4o 54. 2oX3o SH AREA 5F 15 6 8 25 14 30 25 15 6 20 20 12 20 6 QTY. 3 2 TOTAL AREA 45 6 8 25 14 30 25 30 6 20 20 12 20 6 DOoOE25 2/4 5oX4o SL MATEK 2oX3o 5H 14 "- 2'X17' -6' v N ec N s 2/ 2/6 -IL 40 BIPASS 10 "- O °XI2' -10' 5oX5o SL 2/4 2/4 DEDKOOM 4O n' GIRDER SGALE FM D 1/2 WALL 7W 5oX4o SL 0 50AKING TU 0 0 P 2!6 AS 50 BIPASS GIRDED ; L X DEDIOOM II'- 8'X10" -10' 3oX5o SH 3oX5o 2W FLOOR PLAIN Zs 2/4 2/4 5oX4o SL 2oX3o SH CITY OF O CT - n k; h3Iai B.0LS0N 07 -03 -00 SGALE A5 NOTFI) CITY SEP CEIVED I F TUKWI - 1 200 PERMIT CENTEI l N T 5? CA tz- OrrIoi 9'3" 8' GONG WALL ON 16 X 8' GONG FTG, V 4 P51 GONG SLAD ON FILL -- 31;x 36' x /O" Fr'; i/3 d EA, vfa y q// 17.rl 2l4 pair %/Au Z_4' o /c- 8' GONG WALL ON I6' X 8' GONG FTG. •Vit 4 MIGROLLkM l l I /-Vi MagG 'A m a vJJ - LT - 77 zqk2`/'x /2 � O J C. Pk o c -riP) FOIATION PLAN SGALE 1/4' 40' . SGN VENT PER GODE AREA /150- SF MIN DDS 13 9 VT 11:2' GONG PORCH 1 7' 4' 18' DIA PADS F og- F/2,404/,4f /2FpE2 / SX i'"4 )WC -r PC.A 7i 5c 5 1- • PR- °c) MIULDLAM O / 4X4 TO DECK CTY9) - ?' 4' 0' 9' 8' GONG WALL ON I6 X 8' GONG FT6. Co RECEF OF T RMIT CE MARK SHEATHING FASTENER SPACING @ ALL EDGES BOTTOM PLATE NAIUNG OR ANCHOR BOLTS FRAMING ANCHORS (NOTES: 7 & 8) ALLOWABLE SHEAR NOTES 1A 7/16" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d (616" oc OR 14 GA. (618" oc OR 15 GA. (615 "oc 18d © 8"oc OR 1/2' AB Q 5'-8 "oc A34 Q 2' -4 "oc 130 PLF 5, 2 1 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d ©8 "oc or 14 GA. Q 8 "oc or 15 GA. (81 "oc 18d Q 8 "oc or 112" AB (813' -roc or 518• AB 1a 4' -8 "oc A34 ©18•oc or A35 18 "oc 230 PLF 5, 2 2 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d Q 4 "oo or 14 GA. @ 4 "oc or 15 GA. (8; roc 2 -16d ® roc or : 1/2" AB 01 2' oo or 5/8" AB a 3' -Doc A34 Q 10 "oc or A35 IR 12"oc 353 PLF 2 3 7116" MIN APA RATED SHEATHING OR APA RATED SIDING 303 8d a 3 "oc or 14 GA. Q 3 "oc or 15 GA. ft/ 2Woo 2 -16d Q roc or 1/2" Q 1' -8'o0 or 5/8" AB 02 2' -roc A34 Q 8 "oc or A35 a 10'oc 451 PLF 4, 2, 9,110 4 7/18" MIN APA RATED SHEATHING OR APA RATED SIDING 303 10d Q 3' oc or 14 GA. ©2 Woo or 15 GA. (612"oc 2 -16d © 8 oc or 1/2" AB Q 1 .' -4'0o or 5/8" AB (61 2' -0"oc A34 (818•ac or A35 0111 8 "o0 545 PLF 4, 2, 9, 10 5 1/2" GWB BOTH SIDES 5d COOLER OR GWB ® 4 "oc or #8 x 1 Y," SCREWS ' (6I 8 "oc 18d Q 6 "oc or 1/2" AB Ca 3'-0"oc or 5/8" AB (81 4' -2•oc A34 ® 14'oc or A35 461 18 "oc 250 PLF 3 8 1/2" GWB ON INSIDE FACE ONLY 5d COOLER OR GWB © 4 "oc or 116 x 1 W SCREWS (61 (roc 18d (fli 8 "oc or 1/2" AB 011 -8"oc A34 Q 2' -4 "oc 125 PLF 3 7 7/18" MIN APA RATED SHEATHING BOTH SIDES 8d © 3 "oc or 14 GA. © roc or 15 GA. © 2 Woo 2 -18d @ 3 "oc or 5/8" AB QM 1 A35 © roc 902 PLF 9, 2, 11 8 1/2" GWB BOTH SIDES 5d COOLER OR GWB Q 4 "oc or#6 x 1W SCREWS a roc 2 -16d © 8 "oc or 1/2" AB (fp 2' -4 "oc or 5/8" AB 08, 3'd1 "oc A34 ©112 "oc or A35 (61 14 "oc 300 PLF 3 I /2' PLYWOOD RISERS (3) 2X12 STRINGERS 5/8' TYPE 'X' SR TYP. STAIR DETAIL SGAI,E 3 /8' =I'O' 5ecTION SHEARWALL SCHEDULE 2X2 BALUSTERS VERIFY STYLE STINGERS NOTES: 1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA 8D COMMON 0.131" 0 X 2 W MIN., 10D COMMON = 0.148 O X 2 W MIN.,15D COMMON = 0.187" O X 3 W MIN., 5D COOLER = 0.085" O X 1 5/8' MIN., 5D OWB = 0.097 O X 1 W MIN., 15 GA STAPLE= 0.072' 0 X 1 X' MIN., 14 GA. STAPLE=0.080 0 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. 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 71181' MIN. APA RATED SHEATHING (PLYWOOD' OR 055) 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 LEES THAN a 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 2X2X3/15 PLATE WASHERS fa ANCHOR BOLTS ® SHEARWALL TYPE 3 & 4. 11. PROVIDE 3X SILL PLATE ® SHEARWALL TYPE, 7. 7/12 MANUF TRUSS 24' 0/G RIDGE L -� L /12 MANUF MONO TRUSS 24' 0/G ROOF PLAN SCALE I /8' -I'O' STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Uniform Building Code -1887 Edition 2 ACt 318-83 Building Code. Requirements for Reinforced Concrete 3. HILT! 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 =40PSF 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 Q 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 Ft2400 psi 1 3/4" Micro=lams, LVL E =1800 ksl Fb=2800 psi 211/18', 3 34'; 5 Ye & r Parallams, PSL E=2000 ksi Fb =2900 psi 2. When top plate is interrupted by header, header shag 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 end as noted in the shear wall schedule. All exterior walls shaft be considered shear walls. Use 7118' min. APA Rated Sheathing -- blocked - with minimum - nailing -8d- common Q 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 Q 8 "oc at all supported panel edges and 8d Q 12"oc at Intermediate supports. SOIL. CONSTRUCTION NOTES 1. All footings '. and slabs 'shah bear on undisturbed soil or fill compacted to 85% Modified Proctor. 2. Assumed allowable soli bearing pressure = 2000 psi. 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. My proposed field changes to have the prior approval of Engineer. 4X6 a000 .9- O v 4/12 MANUF MONO TRUSS 4' / OC CITY OF 1 1) 13.01-SON 07 -03 -00 SCALE NOTFI, a r ALUM GUTTER ENCLOSED SOFFITS 7/12 MANUF TRU55 R -35 INSULATION R -38 INSULATION ipasAtiempasp 1/2' DRYWALL- R-1 INSULATION 6EDKOOM 3/4' TAG PLYWOOD ON II 7/C5' TJI 16' O/G 13/4' X 9 1/2' ML DEDROOM R -19 INSULATION 9111 . .ii.P.N.f V2' DRYWALL R -19 INSULATION 3/41 TOG pL/WCC - -30 INSULATION 9 I/2' TJI IMPAILIPASAAA II 7/8' TJI 16'0/G 13/4' X 9 1/2' ML DINING DOOM R -19 INSULATION I1111li1MS_ aMill111111111•11ll REBIE MEN ilmilmtim 1111 ROOFING ON 15. I/2' GDX PLYWOOD MANUF. TRUSS 24' 9/16' LAP SIDING ON I/2' COX PLYWOOD ON 2X6 16' 0/G 2X6 ON 1/2'X10' ANCHOR DOLT 6' -O' 0/C I' -O' FROM CORNERS E©DOD - DNS 5 ROOFING ON 15* FELT ON I /2' GDX PLYWOOD ON MANUF. TRUSS 24' 0/C 6 MIL VISQUEEN ' EGTION 18" CONG• STQIP FTYa ATTIC VENTS PER CODE I/150 MAY DE REDUCED TO I/300 IF OPENINGS ARE MORE THAN 3' ABOVE EAVE VENTS a. A q Pow V WV INSULATION BAFFLES AT VENTS ALLM GUTTER 7/16' LAP SIDING ON I/2' GDX PLYWOOD ON 2X6 16' 0/G cfl_Y 0 Ti u'K E -� 07 -01 -00 13.01-SON Lu >-- 0 RECI TY OF RMIT 4 3 SIINr.T NO L A . BOTTOM PL NAILING PER SW SCHEDULE 2 -2x STUDS SOELT N0. SIMPSON I- IPAI -ID22 HOLDDOU . FILL ALL NAILHOLES W/ 16d NAILS. EDGE NAILING BOT. PL 4 SILL PL. FOOTING DIMENSIONS OTHER FDN. SECTIONS BOTTOM PL NAILING PER SW SCHEDULE SIMPSON STRAP PER PLAN. SLOT PLYWOOD 4 BEND STRAP g JST OR BLKG. EDGE NAILING PER SHEARWALL SCHED. DETAIL TYPICAL SHEARWALL DETAIL FOUNDATION WALL MDT Engineering tIPi PrplassIo togimer ED"sulll"g $(ruclJlnl l:UDlucars 2041:1 66111 AYa. B. t7 Z 1 0_ ad AuWru, .A 121001 (20a) 040 -0111" TYPICAL 5 4EARWALL DETAIL (WHERE WALL DOES NOT OCCUR -3ELOUJ MDT Engineering Consulting Structural Eugluears •• - 29113 66LI1 Are. S. • Auburn, WA 011001 Alifll El.LN: D. TlIO ?IPSON 11. P.. (BOB) 040 -1101 NrRislrrl:d P, el,.u+l ral , ANCHOR BOLTS PER SHEAR WALL SCHEDULE. FAC�OF �, CONCRETE l0 CORNER l IF JOISTS ARE PARA 1-L6 TO SHEARWALL, PROVIDE DBL JOIST UNDER SW. JOU N0. DATE PRAWN f_ ,r..Ucc:l'I IV MIN. COPYRIGHT 1995 MDT Engineering SHEATHING PER PLAN 4 SHEARWALL SCHEDULE. COPYRIGHT 1995 MDT Engineering CHECKED M.D.T. SCAM I "A 1' LOCATION i — IF JOISTS ARE PERPENDICULAR TO SHEARWALL, PROVIDE 2 -2x BLOCKING BTWN JOISTS FOR FULL LENGTH OF SW. 2 4 aulxr No... '511E. ND. A USE TOP PL NAILING PER SW SCHEDULE EDGE NAILING PER SW SCHEDULE. SHEATHING PER PLAN 4 SW SCHEDULE. TYPICAL INTERIOR 91- IEARWALL DETAIL W/ NO SNEA1zWALL ,a/F IOVF MDT Engineering DETAIL ( APA RATED SHEATHING 3 /b" MIN. 24/0 EXP. I (2) ?x STUDS. NAIL SHEATHINGTO EACH 'STUD SIMPSON HPAHD22 U.N., O.LJ PIAL16 MDT Engineering 111CIIEI.LE D. TIIOIIPSON. P. . 11L.lere2 rrohnhoJ I I Consulting Structural Engineer. 20413 6614 A.A. S. Auburn. ■A V11901 (BOB) 045 -99111 8 2x4 TOP PLATE HEADER NAIL 'SHEATHING TO J HEADER t113" O.C. E.W. CLR. I) I 16 GAUGE STAPLES OR /13 PENNEY NAILS ' 3" O.C. ALL PLATES; HEADERS 5 —1 AND STUDS. • — 'II `vJ II I!r •H IC C I 24" MIN. OR 16" MIN. (2) 2x4 BLOCKING fl ANY PLYWOOD JOINTS. (2) 2x PLATE NAIL SHEATHING TO EACH PLATE (3) 2x PLATE 16' WIDE PANELS. 1 /2 "dia. ANCHOR BOLTS 1" MIN. EMBEDMENT 00 -U5 LATERAL RESTRAINT • PANEL MDT Engineering C6n.uiling Structural Engineer. 20419 66111 Ave. S. Aubur". NA 1100111 IIICIIr.LLE II. TIIOMPSON. P.E. (21111) 1116 -6010 teg1elerIA 1'r.l..Alanal BIlineer SIMPSON FRAMING ANCHOR PER SW SCHEDULE. MB NEL LTIQ[ED MD.L ant DRAM mum. DocUcoM I o DocUc CM Vii COPYRIGHT 1995 MDT Engineering omega M.D.T. XAIg NTS WAD WTI II 2 3 L • BOTTOM PL NAILING PER SW SCHEDULE SHEATHING SC E GUS PER PLAN 4 SW SCHEDULE. -` EDGE NAILING e EDT. PL, RIM JOIST S TOP PL. SIMPSON STRAP PER PLAN. CENTER ON RIM JOIST. AT INTERIOR WALL SLOT PLYWOOD. TYPICAL SNEA WALL DETAIL W/ WALL 3ELOUJ •• COPT 1995 MOT Engineering JIIIEET NO, •- 2941355 . Auburn, WA 98001 '';, , 206- 946 -8810 . 2x STUDS DETAIL g L cOIIOG Pmt 1 /Jta 0123 � w�u G1 OL A/ML/ J1 ' pea FI. !I ist 8 NEW MDT Engineering Consulting Slrualu Eg17z tD419 6nl 61b u o A re. S. Auburn, .A 111001 1111:111EILA O. TIIOMPSON. P.E. IBU11) Did-utio tag "ehr.4,l'refs' I.USI B,I IYler SIMPSON FRAMING ANCHOR PER SW SCHEDULE. cv77AA/ 13:. -Yp /mkt. INTrjloe g } W t.C; P&M/L WNW WAc c. I 49,N2 A“,6<, w Fa7 / RA1 -t//J ? l w I U J. Nn. DATE aY1.N DocUcoM l:LIn M.D.T. I " AI ' YY'AlI W Thim.ka 4 NAktLdJJG P 1 61V -J NAIL /,J 6i-t< A - w ' - C1[ CITY RECEIVED CITY OF TUKWIIA �,. - i 2000 PERMIT CENTER SAW WEST BUILDING . MATERIALS sMC WEST BUILDING; MATER IA L S :E• ml Rmi II DBI _4481 BBC/ 6 .4 : II 11)_18111_8 Rml I ®�I�:I'�.'itMISIMM ml r l 3) 3) 0 0 zz m m NJ", T 0 1_881 Rml Rrn r A complete TJ -Xpert framing plan includes the Trus Joist MacMillan Builder's Guide A complete TJ -%pert framing plan includes the Trus Joist MacMillan Builder's Guide 16" 0.c Itm1 ING PLAN 2ND FRAM I NG PLAN oa (Y( NO:9 nor D7ERATCR 8MC M7` 3U:' : :IE WiLRLn:9 BSI :Rums 1:R0 :R9n :9E L'S :ND :R':S 0137 •trsRT SCi ;a'7dL 9Y 111 NLPA :ER :PATES 9E :JA:: t'E: ^O 099 rHC 30F7SAA9. PL919 3R01'� 9: !Y :NS .IS:F4tR ATR6 SSE: TO :[: LP16:NC P:L ::N:IIS: CI! p10 CO ii, :. " 0.f n9SPONS`9: 1 • 7 MCA Al: Mn:SR:AIS SPL: :1190 011 :9:11 L YD6;, NM.E =.w ozERp.TCR MC LEST BUILDING MATERIALS THES DRAWINGS WERE GREAT. 'SING TRUS "E::tARE BY A11 DPE%4 TP.AINE El EG EO '191 TEE SOFTSIAAE. ELPJ19 a 8Y THE NSTOCR TO DETERMINE RLI. DIMINSIOrS P110 LORDLOG COIDITIOIS. 'T I9 THE f,gTETORS ALL 5P1C RE$IGI[9ILITY 1, CV THIS CHECR IAi[R:AL! I E:9D II,YWT SYSTEM WARNINGS l NAPl1IND1 - R akeved end beerine e::la:s !or Iola:, end :equ1[ae ,keyed and teat a. 2 z CT}Xpert" JOIST AND BEAM LIST Plot ID Length Product JI a0' 912' TUVPro- ISO Joist 12 21' 91/2" TJVPro•150 is t 13 13' 9 1/2' TNPro- f 191st 14 12' 9 I /2" TJMro -150 foist MI IJ' J '912'1.9E'Micmllnm l.VL M2 7' i /4 /4 "x 91/2. 1,9E Micro) Jam LVL M7 4' 1 3/4" x x 91/2' 1.9E Mierulinm LVL ACCESSORIES LIST ID Length Product Rml 147.. '6" II /4 "x912 "I,IE TImberStmnd LSL Eb IO 9 1/2" TJI/Pro-I50 Blocking Panels 5141 x8 3/4.OS0 Unit N or Ct Qty PH. Q Qty 1 1 33 I 77 JOB COMMENTS CUSTOMER: OLYMPIC DEV. CONTACT: DAR, TAPIO 100:2274 TRACKING N T1711863 FILE N 863 2274 SALESMAN: CHUCK LEVEL NOTES Rle Name: 963 ::74,743 Level Now WVN: :)4 Plat Caw 9/9/:000 09:33 Design Eater 9/9/:000 09:19 Drortnq Scaler 3/16 • 1' Job Status: Emundatlen... Egudatten "RIII ::)4....Plmccei 9/3/:000 09:19 UPPER ::74,.,Meay cc P1ac 9/9/:000 09:0) RAr : "1,..,9a T, 9/9/:000 09:07 NOTE: Level Wien etas indicated above Ce i m emcee c l val, e heva s �eallei design times. Design Methodology: ASD Ploot Rce� ' /T tar 10 sus. Live Gad 1: pat Deed lead Hexchum Jmlac Oe lleccion: L/i90 Liva wad w':eD meal wad arage 1J-PLO Racing roc Floor: 47 Glued s Nailed Decking Is Assumed Direct Applied Ceiling is Not Assumed Floor Seeking: 3/4. OSB Normal O.C. Spacing • :4 "• Deisulc Nell / aeue Width! 9.5•• TJ• %pare 6,03 116601 0 06.03 D6,03 56.03 P6,03 'Unless noted achecel•e Plot Member ID Qly Produe) Lohel Top Nolll Foce IVDIIS NBIIS Waft 9u 3 2 IUT211 IU•NId 24 10•NIO 'i-N 14 1 °ill 10.410 n•NIO (5) B•16D G•16 ROOF : :74... REOU :RED BEA1.210 :1110:X3 lea:lna Se ://c''t��ni r :a!_1 :erg :n l:/ 113 1 :41 3.9. 0 N: I :41 am. Nelae not :! tad ;equt:e 1.!• gt bea:icg leng:n• l4LggtL 41tlLh1 OteY1 tl1 Idequl Le bl ltlnq 1st petauecl Og: ltsrt 1, Plot ID Length Product 2Z 9 — 2— IIANOBit LIST • Simpson Strong•TIe tinge JOB CONfIvIENTS CUSTOMER: OLYMPIC DEV. CONTACT: DARYL TAPIO JOB: 2274 TRACKING N T171186J FILEN : CHUCK I'fUCK LEVEL N01E9 El l• Name: 1363 : :74400 Level Name: ZIPPER : :74 Plot Data: 9/9/ :000 09:34 Design Dace; 9/9/ :000 09:07 Owing Sine: 3/16" 1' ]ob Sce:va: MIN :754.. uPPER : :74. O1 Maximus Joist Wle� :an[ / L 490 LS Ve Lmad U :10 :eul Lead Ave -sts T: -1 Racing :or Boom Be slued s Nailed Oeaking Is Assumed Ol: ct 4,1 ed Ceiling is Assumed Floor 3eek134: 7/4" 0511 Normal O.C, Spacing " 16 "• .1 ult 'nail / seam Nldeh, 5.5 "• .r ult Xeede[ Bawmg Length: 1.9^• 'u dad Blocking: Bk:• Mange; Notes: 151 Beae: Blacks Required TS :,pert 6.03 116601 D CS. 03 06.03 96.03 P6.03 — •Unlen no. ocnerelse JOIST AND BEAM LIST ACCESSORIES LIST Bbl I' I2" or 5/8" Backer Blocks Rm. IT 6" 11/4 "x117 /8" 1.3E TImberStmnd LSL B R I 11' 1 1 78" TIVI'ro -1 Blocking Panels Eb 5' ] 3/16" 11 7/8^ T/Pro -150 O Panels El 1'97/16" 117 /6 ^ TBVlero -150 Dlock'tut Panels Ok2 1'2 12" 117/8"TJ1/Pro-150 O lockin g Panels Sbl 4•z 8' 3 /4 "OSO P/9 /:000 09:03 GM Level demon times indicated above de o acklne. vela muat sign time.. . -ar :Aeon Mechodolegy: 1.90 Fltoc Are. Loedl a 1st 10 se :SYe 'sad 1: re De.a :o.a 417,4sn EEAR:;:c ,ING7ES Naratng 1 Label Long,. O MI I:iOI 4" G. 11: (RR :.09" O 143 1:1:1 :.1" reader er sated :eaet:. Succor: uld:hs o rvlde adequate beat Snn ro pcaduc:, suit ll, tad Unit Nor Net Qtr Plics Qty 8 1 8 J 1 ] 6 1 6 I 1 � I 2 I 1 I CREATED BY BMC WE57' INC. KENT WA 98072 257-854-5504 FAX; 257.854.00G3 J TJI Joist type Rattwguler Product Pue — Swing Neil BBO Beam By Other, MO. Column I0301 Pe Parallel Closure PM Eb t:a Blacking ILlneel boa :d length ;*.tree :a d1t la [ant ! co the O.C. ,paclr9l Paine L es! r Line Lad Am Lead O Gall Callaut L Ise. euiwec', eidel Bearing Ntdch Label 4". Jolec Wouc Symbol 0 Nell wrier / Bearing Bid, Naming TRUS JOIST MACMILLAN FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE Plot Unit N o ID Length _ Product Qty PII< II 78' 11 7 /8 "TR/Pro-150 mist )2 30' 117/8 "T1Wro•I50 81st 6 J3 20' 117 /8 "TMero•I30 olsl 1 1 14 19' II 7/8 TM/Pro-150 mu 3 3 JS 13' 117/8" TJUPro- 1501uist li 1 4 16 I4' 117/8 "TJVPro -I SO luisl 9 q 17 9• 117/'8 ^TMero•I50 ols{ 1 2 18 9' 117/8 "T,RJPro-4594o4et77� 8,,, ----. 2 1 2 19 6• 11 7 /8 "T1VIsro•I50 0isl 14 1 14 J 6' 117 /8 "TB/Pro-150 81st 1 ■ 111 4' 11 78 "TJVPr 150 oisl 6 1 112 J' 1 7 /8 "T -150 l st MI la' J /4^ x 11 B' ISL T ImberStmnd LSL 1 2 M2 13 ' Microl 1.. VL I 2 Ml IB' ]1l2 ^z 11718 2,UE PomlIn 1 I 4 14' 71/2 "x117 /8'2AGI"u I I t Unit N of Net Qtr Plies Qty 9 9 I 1 ■ ■ 1 1 1 3 4l YNBOL LP.GP110 TJXpert Net Qly SYMBOL. LEGEND J TJI Join type 14 Reccanguler Product Type - Suring Mall Beta 890 Bean By Others 19301 BIM Sew By Mhos. 144801 Ca 1•uen 10001 Hanger Type U Henget Symbol Pc Pardlel Closure Type Bt Blocking Type lb n « lockira 1 bead )morn tar :.suet, C Bridging T;pe 7otnt wed Line wed Ares Lead 0 ee - l' : 1lou: Lbel ISea 9vi1 -er's Guide) Bear. Xidth Label • Joist Layout Symbol Level Naming Nell Header / Awing Mdth Naming TRUS JOIST MACMILLAN FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE ' 3 O O O \ O Rmi O O ( I ) 7 . 111 MI 2 O Rml J2 M3 Rmi EE C � O CS n ® O .1ST FRAM SAW WEST BUILDING . MATERIALS sMC WEST BUILDING; MATER IA L S :E• ml Rmi II DBI _4481 BBC/ 6 .4 : II 11)_18111_8 Rml I ®�I�:I'�.'itMISIMM ml r l 3) 3) 0 0 zz m m NJ", T 0 1_881 Rml Rrn r A complete TJ -Xpert framing plan includes the Trus Joist MacMillan Builder's Guide A complete TJ -%pert framing plan includes the Trus Joist MacMillan Builder's Guide 16" 0.c Itm1 ING PLAN 2ND FRAM I NG PLAN oa (Y( NO:9 nor D7ERATCR 8MC M7` 3U:' : :IE WiLRLn:9 BSI :Rums 1:R0 :R9n :9E L'S :ND :R':S 0137 •trsRT SCi ;a'7dL 9Y 111 NLPA :ER :PATES 9E :JA:: t'E: ^O 099 rHC 30F7SAA9. PL919 3R01'� 9: !Y :NS .IS:F4tR ATR6 SSE: TO :[: LP16:NC P:L ::N:IIS: CI! p10 CO ii, :. " 0.f n9SPONS`9: 1 • 7 MCA Al: Mn:SR:AIS SPL: :1190 011 :9:11 L YD6;, NM.E =.w ozERp.TCR MC LEST BUILDING MATERIALS THES DRAWINGS WERE GREAT. 'SING TRUS "E::tARE BY A11 DPE%4 TP.AINE El EG EO '191 TEE SOFTSIAAE. ELPJ19 a 8Y THE NSTOCR TO DETERMINE RLI. DIMINSIOrS P110 LORDLOG COIDITIOIS. 'T I9 THE f,gTETORS ALL 5P1C RE$IGI[9ILITY 1, CV THIS CHECR IAi[R:AL! I E:9D II,YWT SYSTEM WARNINGS l NAPl1IND1 - R akeved end beerine e::la:s !or Iola:, end :equ1[ae ,keyed and teat a. 2 z CT}Xpert" JOIST AND BEAM LIST Plot ID Length Product JI a0' 912' TUVPro- ISO Joist 12 21' 91/2" TJVPro•150 is t 13 13' 9 1/2' TNPro- f 191st 14 12' 9 I /2" TJMro -150 foist MI IJ' J '912'1.9E'Micmllnm l.VL M2 7' i /4 /4 "x 91/2. 1,9E Micro) Jam LVL M7 4' 1 3/4" x x 91/2' 1.9E Mierulinm LVL ACCESSORIES LIST ID Length Product Rml 147.. '6" II /4 "x912 "I,IE TImberStmnd LSL Eb IO 9 1/2" TJI/Pro-I50 Blocking Panels 5141 x8 3/4.OS0 Unit N or Ct Qty PH. Q Qty 1 1 33 I 77 JOB COMMENTS CUSTOMER: OLYMPIC DEV. CONTACT: DAR, TAPIO 100:2274 TRACKING N T1711863 FILE N 863 2274 SALESMAN: CHUCK LEVEL NOTES Rle Name: 963 ::74,743 Level Now WVN: :)4 Plat Caw 9/9/:000 09:33 Design Eater 9/9/:000 09:19 Drortnq Scaler 3/16 • 1' Job Status: Emundatlen... Egudatten "RIII ::)4....Plmccei 9/3/:000 09:19 UPPER ::74,.,Meay cc P1ac 9/9/:000 09:0) RAr : "1,..,9a T, 9/9/:000 09:07 NOTE: Level Wien etas indicated above Ce i m emcee c l val, e heva s �eallei design times. Design Methodology: ASD Ploot Rce� ' /T tar 10 sus. Live Gad 1: pat Deed lead Hexchum Jmlac Oe lleccion: L/i90 Liva wad w':eD meal wad arage 1J-PLO Racing roc Floor: 47 Glued s Nailed Decking Is Assumed Direct Applied Ceiling is Not Assumed Floor Seeking: 3/4. OSB Normal O.C. Spacing • :4 "• Deisulc Nell / aeue Width! 9.5•• TJ• %pare 6,03 116601 0 06.03 D6,03 56.03 P6,03 'Unless noted achecel•e Plot Member ID Qly Produe) Lohel Top Nolll Foce IVDIIS NBIIS Waft 9u 3 2 IUT211 IU•NId 24 10•NIO 'i-N 14 1 °ill 10.410 n•NIO (5) B•16D G•16 ROOF : :74... REOU :RED BEA1.210 :1110:X3 lea:lna Se ://c''t��ni r :a!_1 :erg :n l:/ 113 1 :41 3.9. 0 N: I :41 am. Nelae not :! tad ;equt:e 1.!• gt bea:icg leng:n• l4LggtL 41tlLh1 OteY1 tl1 Idequl Le bl ltlnq 1st petauecl Og: ltsrt 1, Plot ID Length Product 2Z 9 — 2— IIANOBit LIST • Simpson Strong•TIe tinge JOB CONfIvIENTS CUSTOMER: OLYMPIC DEV. CONTACT: DARYL TAPIO JOB: 2274 TRACKING N T171186J FILEN : CHUCK I'fUCK LEVEL N01E9 El l• Name: 1363 : :74400 Level Name: ZIPPER : :74 Plot Data: 9/9/ :000 09:34 Design Dace; 9/9/ :000 09:07 Owing Sine: 3/16" 1' ]ob Sce:va: MIN :754.. uPPER : :74. O1 Maximus Joist Wle� :an[ / L 490 LS Ve Lmad U :10 :eul Lead Ave -sts T: -1 Racing :or Boom Be slued s Nailed Oeaking Is Assumed Ol: ct 4,1 ed Ceiling is Assumed Floor 3eek134: 7/4" 0511 Normal O.C, Spacing " 16 "• .1 ult 'nail / seam Nldeh, 5.5 "• .r ult Xeede[ Bawmg Length: 1.9^• 'u dad Blocking: Bk:• Mange; Notes: 151 Beae: Blacks Required TS :,pert 6.03 116601 D CS. 03 06.03 96.03 P6.03 — •Unlen no. ocnerelse JOIST AND BEAM LIST ACCESSORIES LIST Bbl I' I2" or 5/8" Backer Blocks Rm. IT 6" 11/4 "x117 /8" 1.3E TImberStmnd LSL B R I 11' 1 1 78" TIVI'ro -1 Blocking Panels Eb 5' ] 3/16" 11 7/8^ T/Pro -150 O Panels El 1'97/16" 117 /6 ^ TBVlero -150 Dlock'tut Panels Ok2 1'2 12" 117/8"TJ1/Pro-150 O lockin g Panels Sbl 4•z 8' 3 /4 "OSO P/9 /:000 09:03 GM Level demon times indicated above de o acklne. vela muat sign time.. . -ar :Aeon Mechodolegy: 1.90 Fltoc Are. Loedl a 1st 10 se :SYe 'sad 1: re De.a :o.a 417,4sn EEAR:;:c ,ING7ES Naratng 1 Label Long,. O MI I:iOI 4" G. 11: (RR :.09" O 143 1:1:1 :.1" reader er sated :eaet:. Succor: uld:hs o rvlde adequate beat Snn ro pcaduc:, suit ll, tad Unit Nor Net Qtr Plics Qty 8 1 8 J 1 ] 6 1 6 I 1 � I 2 I 1 I CREATED BY BMC WE57' INC. KENT WA 98072 257-854-5504 FAX; 257.854.00G3 J TJI Joist type Rattwguler Product Pue — Swing Neil BBO Beam By Other, MO. Column I0301 Pe Parallel Closure PM Eb t:a Blacking ILlneel boa :d length ;*.tree :a d1t la [ant ! co the O.C. ,paclr9l Paine L es! r Line Lad Am Lead O Gall Callaut L Ise. euiwec', eidel Bearing Ntdch Label 4". Jolec Wouc Symbol 0 Nell wrier / Bearing Bid, Naming TRUS JOIST MACMILLAN FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE Plot Unit N o ID Length _ Product Qty PII< II 78' 11 7 /8 "TR/Pro-150 mist )2 30' 117/8 "T1Wro•I50 81st 6 J3 20' 117 /8 "TMero•I30 olsl 1 1 14 19' II 7/8 TM/Pro-150 mu 3 3 JS 13' 117/8" TJUPro- 1501uist li 1 4 16 I4' 117/8 "TJVPro -I SO luisl 9 q 17 9• 117/'8 ^TMero•I50 ols{ 1 2 18 9' 117/8 "T,RJPro-4594o4et77� 8,,, ----. 2 1 2 19 6• 11 7 /8 "T1VIsro•I50 0isl 14 1 14 J 6' 117 /8 "TB/Pro-150 81st 1 ■ 111 4' 11 78 "TJVPr 150 oisl 6 1 112 J' 1 7 /8 "T -150 l st MI la' J /4^ x 11 B' ISL T ImberStmnd LSL 1 2 M2 13 ' Microl 1.. VL I 2 Ml IB' ]1l2 ^z 11718 2,UE PomlIn 1 I 4 14' 71/2 "x117 /8'2AGI"u I I t Unit N of Net Qtr Plies Qty 9 9 I 1 ■ ■ 1 1 1 3 4l YNBOL LP.GP110 TJXpert Net Qly SYMBOL. LEGEND J TJI Join type 14 Reccanguler Product Type - Suring Mall Beta 890 Bean By Others 19301 BIM Sew By Mhos. 144801 Ca 1•uen 10001 Hanger Type U Henget Symbol Pc Pardlel Closure Type Bt Blocking Type lb n « lockira 1 bead )morn tar :.suet, C Bridging T;pe 7otnt wed Line wed Ares Lead 0 ee - l' : 1lou: Lbel ISea 9vi1 -er's Guide) Bear. Xidth Label • Joist Layout Symbol Level Naming Nell Header / Awing Mdth Naming TRUS JOIST MACMILLAN FOR THE TJ-XPERT WARRANTY SEE BUILDER'S GUIDE