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HomeMy WebLinkAboutPermit D2000-110 - ER PROPERTIES - NEW SINGLE FAMILY RESIDENCEER PROPERTIES D2000-110 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: Contractor OCCUPANT OWNER CONTACT CONTRACTOR 017900 -0927 12222 46 AV S NSFR DEVPERM 001 North: UNKNOWN License No: ERPROIk060P6 ER PROPERTIES 12222 46 AV 5, TUKWILA, WA 98178 TINGLEY BRYCE + CHRISTINE PO BOX 68, CARNATION WA 98014 CHRISTINE TINGLEY 12317 37 AV 5, TUKWILA, WA 98168 E R PROPERTIES INC PO BOX 88908, TUKWILA, WA 98138 **k* *•k ** *:4 ** k * k** 4** k k*- k**** kk4***: k4** k* k444. k4kk* k**: 4kk i• kk *k•4.k Permit Description: CONSTRUCTION OF A NEW 1,500 SO FT SINGLE FAMILY RESIDENCE, 396 SQ FT ATTACHED CARPORT, 87 SO FT OF UNCOVERED DECK. AREA. k k * *k4 k**:k *** ***** k.4•.4* k * k** k k *k•k k*k * **•k k k k k* k*k .k Construction Valuation: $ 135,099.63 PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /C'S'S: Fire Loop Hydrant: Flood Control Zone: H a u l i n g : Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: N Storm Drainage: Street Use: Water Main Extension: Public: N *4444 k * * k* ** k* TOTAL DEVELOPMENT PERMIT FEES: $ * *4:4 k ** *4'k *4 kk ** k*:k** k 4* k Permit Center Authorized Signature: 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 cancel the provision of any or the performance of work. development permit.. Signature: Print Name: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING, AT THEIR OWN RISK. Soutn: Sewer: Slopes: S i n Irt DEVELOPMENT PERMIT OeC4llrrt null arlli void This permit shall _. 160 days from the data of i_s,:ar_ c. for a per is -d of 1 00 days from tt e '_i_ t. Occupancy: UBC: Fire Protection: .0 East: .0 West: Y N N Private: N if i 6 Q e t ion. Permit No: Status: Issued: Streams: Phone: D2000 -110 ISSUED 11/20/2000- 05/20/20UY DWELLING 1997 .0 Phone: 206 -510 -9780 Phone: 206 -7 35 - olioo kk* •k4* ** * * Meter Permits Listed Separate) Eng. Appr: LJM Y N No: Size(in): .00 N N Start Time: End Time: Y Cut: 100 Fill: N N Start Time: End Time: Y No: N Private: N Public: kk* kk*4. r*- k- k4 kk• kk: j kkk* k kkkk4* * 2,367.33 k k 'k .k k •k * k k k • k * k* k k k k .k k k* k k ' k • k k k •k :k - k k - k - k * k k . k - k k k . 4 . k Date: Date: .I1 -- go-0o does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this 1 _1 the r ,o :i -. is not com,Ilenced ,within the w-rl•. i_ __..Fend =d or auandoued Z w = 00 w o w J Nw w a = w H = Z I- F— 0 Z ~ Lu 0 O ( L ) - . CI H w H 1- �- O Z = ; O " Z CITY OF TUKWILA 'Address: 12222 46 AV S• Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 04/18/2000 Parcel #: 017900 -0927 Issued: - z- i?.%'J -za -O! kk•kk•k•k*•k *•k•k1 A.*** * * ** * *•k•k•k•k•k *k* *: ***k•kk *k* ** *k**k•kk*:4•.kk.kk*k•k Permrt Conditions: ° No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. Engineered truss drawings and calculations shall be on site and available to the building inspector" for inspection ;.purpose' •. Documents shall bear the seal and signature of a Washington State Professional Engineer. .- Any exposed, insula "backing material shall have a Flame Spretid Rating of 2,5 or less, and material shall bear identi- fication; the fire performance rating thereof. 4. All construction to be done in conformance with approved p l as and requirements of the Un:i_f.or. m Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), 'and ; Washington State Energy Code (1997 Edition). 5. Plumbing, permits shall be obtained through the Seat : tle - King Cou nty Depaaj Tent of Public Health. Plumbing will be inspected- y that agency, including all gas piping (296-4722). 6. Notify the City of Tukwila Building Division prior to pl*cing,.any concrete. This procedure is in addition to any requirements for special inspection. 7 . Al) :•:wood .:to remain in placed concrete shall be treated wood. B. Validity of Permit. The issuance., of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code, or of any other `.. ordinance of the jurisdiction. No permit presuming to give'.aUthority to violate or cancel the provisions of this code shall be. valid. 9 . There Shall 1 be no occupancy of the b u i l d i n g ( s ) until the final inspection has been completed by the Tukwila Building Inspector. 10. FROM OCTOBER :1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT. ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILT_ 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. Permit No: 02000-110 COVERED MATERIAL MUST BE STOCKPILED ON 'SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS_OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TC )INAL CONSTRUCTION APPROVAL -- 11. Land Altering (grading) to be carried out in accordance with the plan dated 2 -18 -97 and approved on 4- 23 - -98. 12. The applicant must notify the City utility inspector at 206•- 433 -0179 upon commencement and completion of work, at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 13. The water meter box shall be located within City right-of- way at the property line. 14. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 15. Any material spilled onto any street shall be cleaned up immediately. 16. Driveways shall comply. with City residential standards. Driveway width shall be a 10' minimum and 20' maximum, Slope shall be a maximum of 15 %. Turning radii shall be a 'minimum of five feet: 17. Driveways shall be paved for a minimum distance of 20' from the edge of existing road pavement 18. Temporary .; erosion control . measures shall be implemented as the first; order of business to prevent sedimentation off- site or .•into existing storm drainage facilities 19. The site shall have permanent erosion control measures in place as soon as possible after final grading has been . completed and prior to the ;Final I•nspect.ion. 20. Construct per the approved red-lines plans. Retain the red-lined ..plans onsite at all times. 21. Power from the right of. way' onto the property shall be underground. 1 hereby certify that I have read these conditions and will comply . with them`as'.outlined. All provisions, of law and ordinances governing this world. will be complied with whethr specified herein or not. The granting of this permit does not presume . to give authority, to violate or the provisions of any other work or local laws regulating construction or the performance of worm. Signature: //1:- e /-bt- -e I Print Name: C J'7svi Date: : ` C ? - - Description of work to be done: . b c 0 l G (x. 3 V.C_CLe_. Dc 5 0/ 1 S r r , �f c vti k LL 0- C - )\ ' ` \- C c Type of work: -New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence El Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling 7 sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) r sq. ft. Uncovered Deck / 0' Proposed New Square Footage: 1, 'VC sq. ft. Dwelling if sq. ft. Covered Deck(s) *63'' s ft. Gara / /Carport + sq. ft. Accessory Structure(s) •i. sq. ft. Uncovered Deck 2_06 83 -oyoo Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ' 0 0 /-) Fax #: 2_,0G7 8 3 5 - 5 oo 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: .2c1) �� C * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Project Name/Tenant: r^ C PIr p•� �-i -C> . rt C. Value of Construction: di ‘ 2,0 0 d 0 Site Address: _, I %- 7 t 'r.. , -1 t:' ' - .c=) City State /Zip: L r�! tl l C `�_ i -- „S,... • t t- ... l ., . '\ `ti t "-) Tax Parcel Number: r0 i - e i OU — t� (� t 2- Phone: .-Ti_ .Ti_G� :') (. ‘(,:.C)( ). Property Owner: -, `` \ ,- L.. t �' N -..\• -,ru I \�� (_.,1�_l Street Addrre s: ' ..----1-- City State /Zip: - \ .1 Fax #: ?) Contractor: �1 — ' R�tr o?G , . - 4,�.s '=h G 2_06 83 -oyoo Street Address: City State /Zi : p c2) l q - 2 ,9 .0 \ R) S 11,1.x! _,3acc. ek 16 R Fax #: 2_,0G7 8 3 5 - 5 oo Architect: i y_ ( ., Phone: .2c1) �� C Street Address: r j r �- City State /Zip: Fax #• 1 c q Engineer: rr_ TU S iex. 4.0 _vl c`\ iy1 -Cti._ 11 , Phone: .9c. 1 C� "`( I r 2 -- Street Address: t �•, - Ci y Stat 'i _ 1, .� • 1 1. ' ,'- , 1 •I~. - :.4 - t V_rt . g rjil ) P Contact Person: --) `' (� � � h Ph one' • � � , r - � ter ;�c) � I(� r -0 Street Address: � � .;-- - - - 11 I 44/ City State /Z ip: V) I j ... ') fl' L�C ., 1 1,k..1- L \ rt. r1 (7,,- 1 (-C Fa #: ) C ( .�,, \ 1 ./ , _' . (2, -' t Single - Family Residential Petmit Application CITY OF TUK' " 't +LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST: FOR PUBLIC WORKS SITE/CIVIL PLAN 'REVIEW OF THE :FOLLOWING : :. '(Additional: reviews; shall :be:determined :by,the:Public Works .Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling Cl Land Altering: 0 Cut cubic yds. 0 Fill ❑ 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 ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 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 applicatipn accepted: PLEASE SIGN BACK OF A • PLACATION FORM SFPERMIT.DOC 2/13/97 M E 1Pa�agf irl4pp.+} p? �tcr. v.,.. r, Fy* ��Yr^: Y+! 9m'«' K' F' f?' ��4' d�uz. m+. r�ranm.cnwrarnyn <....a:+. _. .. F• STAFF USE ONLY Project Number :: Permit Number: Date t3lication `-- Appl1n Gy: (initials) Z ~ Z W fl' 00 NW J = t U) IL w 2 ? � F- Z )- t- 0 Z I- w • w O � O N O H W II- O o w Z P O ~ Z BUILDING.OWNE , ,` ' AGENT Signature: C� � A UTHORIZED /21 - ,:::17 Date: q ^ t o .- 2000 Print name: l21 ti — t � . c � Phoe: • c� n 3 - 0`�� � Fax #: � 835 –oak -t- _ City /Stat Zi ALL SINGLE- FAMILY RESIDE.LTIAL PERMIT APPLICATIONS MUST,,,;,, SUBMITTED WITH THE FOLLOWING: > DRAWINGS PREPAREL Y A REGISTERED ARCHITECT OR ..JFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/ SUBMI D Copy of recorded Legal Description from King County ❑ Certificate of water /fire flow availability (Form H -11 a). 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: El ❑ Site Plan (see example Form H -16) J y. Existing fire hydrant location(s). va. Proposed access road. 0. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 22J . 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). . North arrow and scale. 6 Building setback from property lines. Any proposed or existing easements must be shown on plan. . Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sower lines, existing storm drainage system, /• downspouts and foundation drains, and where drains tie -in. c/7. Parking plan. . Lowest building elevation (if in Flood Control Zone). /9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. J10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 0 1. 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). 02. 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). z ~ w to 2 00 CO C w J = H 2 iii u. j ❑ Foundation plan and details Z H ❑ Floor plan z 0 CI 1 '� Roof plan z j CI l�/ Building elevations (all views) • 0 Building height 0 ri ❑ Building cross - section w w • U ❑ L&JI Structural framing plans and details necessary to completely describe construction 1 o ❑ El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z co at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. o 0 H, 0 _ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". r uildingOWner /AuthorizedAgent ;If the applicant is other than the owner, registered architect /engineer, or contractor licensed • the State ' of Washington, a notarized letter from the property, owner authorizing the agent to suhmit t and tain.thepermit will be .required as:part: of this submittal. • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 z • Atcount 000/3.22 000,345. 000/045. 000/342. 412/34'. 402/042. 401/388. 401/386. 401/34'2. 401/040. 401.388 402.388. 0001322. 000/345.830 Y^t Z :.y - 1�.i �� { '��'' S, �� • 1. + '•: 1 �: -,• r•t•r' ~ �� CITY OF. TU! <WT.LA , 'WA •A otdrkk:k4k* * A Pr:r•mi t No: Parcel NO 8 Address: •* k k •1 :4 :5.:k A A # +t :4 :} k r4 •A• k :4 :4 :: \.1 tk ,4 :h :F :4 :1 • * ; k A k el k ,t h 5 •k ,5 :4.4 :k •A k ct # l k :t :k * ?:.T rr r T "i:,NSNi T• :l•:k:t * : 5 * A * :4 A •. A :4:k* ;.:k:k .t :1 :k *.* :ti . fi 1 RitNSMIT ' Number: 'P9800095 Amount: 13, 960.95 11/20/00 1.4 .36 Payment_ Method: CHECK Notation: ER PROPERTIES IN 'nit: TLU D2000-110 Type: f'E41PERt't DEVELOPMENT PERi4X•f 0:17900..0927 12222 46 1W 5 Total Fee': 14,732.93 T•lis Payment 13.,940.95 Total ALL Pmts: 14,737.93 Balance: .00 :/.tide 1200 a3() EI30 904 400 400 400 102.. 520 400 405 104 104 100 Description BUILDING RES PLAN CHECK - UTILITY PLAN CHECK -- WATER MEI EI STATE BUILDING SURCHARGE INSF' FEE -' UTILITY INSP FEE - STORM DRAIN INSP FE :E SAFE /SSS WATER CONNECTION EATER I :NSTALL.ATION (DEP) WATER INSPECTION FEi: WATER TURN-ON FEE WATER ASSESS -- ALLENTOWN SEWER ASSESS- ALLENTOWN LAIN) ALTERING . PERMIT FEE Amount 1,195.35 20.00 10.00 4.50 15.00 15.00 20.00 "0.00 150.00 15.00 2 5.00 4,364.80 8,005.60 3 LAND A L: T : I : R I N G' P L M N CH E::,5r-(C .U./27 9710 ' a4 1390.95 1 �7t1::L:iist�•;�:'� �•' tS1. dw1.t:,,cLi,ti" ._ {� ; ., �.. Z I- Z Z c 00. coo: our J w Q Z d: I-w T Z f.. H 0 Z H w uj U 0' O O I- w I III Z. U = • z .:; >3iTt4iir " c};GGY:iaxSv.;: c1',4,1•A * *k * *:E *kk !CITY Or TUKWIL.A. WA EA A .A *:AA.**1:A* *AA TRANSMIT .r'lumber: Il9E10026E3 Amount: Payment Method: CHECK Notation: D2000-110 Type: 017900-0S :122XX 1 46 k**'.h Ak kAAk. t•: t/ A *AA.'rkkAk.4 **k +t *4'rA' .tl: 000 \\ 0 ' of4 i *4•.E *AAA'.tat ;4 •.E$* * *.A +EkSkA*AA.E.t rA* 776.9E3 0 1.0 „08 E11 PROPERTIES 101 t: tl_R T PilNrM3 T Permit No: 19EYPERM I)EVELOiMNT PERMIT Par-cel No: Location: Total Fees: 1,976.83 This Pament; 776.98 Tctetl ALL Pmts. 776.9G U:r1 ::nce: 1,199.85 **** I.#': k/,• h11. A** A* At* * *A *A *A•P.k•GAA* ;E * **.A *h4A•A**A1 : * **, ** Account Code Description Amount ('00/345. 830 PLAN' CHECK -• RES "176.98 3603 04/19 9717 TOTAL 776.90 ******1*************************************************** CITY OF, TUKWILA, WA ' TRANSMIT TRANSMIT Number: Payment Method: w. et 2 . 00 co oi ur co uj 0: g u- D Account Code Description Amount -± a 000/386.908 BONDS/DEPOSITS 200.00 I- III 1- 0, DZ-0°0 ) 10 m' m 0 =i I 2 u f I a z Ui u s. 0 z Permit No: Parcel No: Site Address: R0100660 Amount: ?00.00 05/22/01 10:13 CHECK Notation: 1 iNG1 MA)NTEIND In i t.: KDJ 02000-110 Type : DIM DIVELOPMLN1 PERMIT 017900-0927 12222 46 AV S Total Fees: 14,937.93 JhisPayment 200.00 Total ALL Pmts: 14.937.93 Balance: .00 . . :05/ 971.0 I1'TA1.. 7f)U • f :-%;i6Atada ' 4V.M14e; 114;14i Project:: � �� Type of Inspection: Address:... / 22 4 S- Date called: 3/; D�) Special instructions: Date wanted: , ! 4/ a.m. p.m. Reque33 er: /644 ,t' , AO,4e Phone: so frw INSPECTION NO. INSPECTION RECORD Retain a copy with permit I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IEI Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 3/3a/o/ - w y /d eekur Inspector: Date: 3 / 1/ ) 1`� l D $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: PERMIT NO. (206)431 -3670 a rs Pro ect: T of Inspec ion Address: \',;M q /�� _,h, { ' ,' f , JU s1,30/01 Special instructions: Date wanted; e Request Pho ( u\ 7 — O 7 I ■ INSPECTION NO. INSPECTION RECbRI.f Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �j4r :•T tk. �..w ,� :��Jx� ,• s ,wi �. ev�::� }. as ..... _ . ... _ . r... u :�:,.. ,.,:;itin�.i^r,:S:'G�:�.,. :.ee.- r,:'�.'"� �Mrs�v.a�,.:�'.�Ti�n��`u" •oay.: c PERMIT NO. (206)431 -3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector:a Q Date: 1 1 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: Z W . QQ � . U 00 co W = J I— t� u. W � J Lk d . � g. F- O w H W U � O- 0 I— W W 8 W z 0 z COMMENTS: . Clnr t rN e_ Tn�l I 0 - 0 / 0 ( 7 -J » / 2 -. z3s_ 0400 Address: +2Z2Z L6++, Ave S L 2 / c joi to 9 ov444 Date wanted: 3 -20 -01 31 -?..)Icy Gtr Requester: 17rLICe, 1 -/"L f it Phone: Zo(o- 79 - S (` 5 () Thu Air (A4 ... - ( 0..�,�.y. C s s r (A)4 ex Pipte 4 t S 1,1 . w/c e uml � Po . e S 'Gt ,'`p,1 n,4 lAA OM 4 ,/ S: A. g k r-i-"S tell. IAM Project: E R P roper++ e s Type of Ins p f trial Address: +2Z2Z L6++, Ave S Date called: S -1q -01 Special instructions: Date wanted: 3 -20 -01 f m) p.m. Requester: 17rLICe, Phone: Zo(o- 79 - 555 Cc4-S (f 0 , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION REC Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. Li Corrections required prior to approval. Inspector: Date: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Writ' • Type of Ins ect on: 1 VG/ Address: 12222 ( - 4cv ` itvc So, Date called: 3 /c f o I Special instructions: • Qt g — /wan �d: a.m. C qu hV 1 Phone: 7o6 t?) — D 1l INSPECTION RECO._ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ;i/ Z'r b — 110 PERMIT NO. (206)431 - 3670 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: YV A- ct mere) 0-eci Inspector: Date: 01 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: iYiF;SfiotJGstx4 S ..er -Abl ? r +C4d.L/44':tial.. �. i'!t'i..5:� :ICkA if tl3 A n fk� �w t. xCE ;k Project: , ,.„ -7-) d pert; C Type of Inspection: WA - /-f r /h ete Address: J 2. c i (.. /lo S Date called: ,•21?g 10 I Special instructions: -n_se (a/( S 0 5 17e rhea -ickk st-Ae tc • ce Date wanted: ra.m) 2.10)310s p.m. Requester: Phone: (204)Z/0-97?C) INSPECTION NO. ' 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. [i] Corrections required prior to approval. COMMENTS: Re, colttru ;A4A-1W s cfr .- (,1A04 bitkAti 6/ A c, o fc Z 14A.e f 2., iAkr Inspector: 611 Date: 712--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: ,seweo tr. 0 Project: . p . p the j Type of Inspection: c'ili_PY /1)( - ,c;Cte.u.li . P Address: 0 (go ' ac't So. Date called: , . .. Special instructions: Date wanted: -.. P.m./ oiigo 1 Cm: ReTgster, CA Kis fiew__ Phone: ' -206, '9 i 3 -Oki'7,2 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. J Corrections required prior to approval. • 4 ;',s, ''...144.144AS•440.41.?44W4,404CQ4,011•441itigo. COMMENTS: Inspector. " j 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: - .11, • Kerr e +:44'44,A.t4+.44Wivaatt.%+4.H," re 6u —icy 00 CO 0 CO 111 —J LL, 0 g u_ < 22 I- 1 U Z 1-0 Z 11J uj C.) 0 (1 0 I- w c) r U. 6 . z o o Project: Prip/A(24 Type of Inspection: it In)o(a.A01 Address: Address: / 4� y' (? ' S'o Date called: si', ,i ff 1 --- Special instructions: Date Oante a.m. c: / p ' . Requester: , ei) nom - Phone: v ro - 193 - o �''?a figi sApproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -367 COMMENTS: cy2,42Gri elLefei Leh lam'( -)ti 7, It A 44 7 /PV'7 Inspector: Date: 2 713`1 Corrections required prior to approval. $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: . � �* itil 4 ti { � 1..{ � . � ,• � :, ��� ,,L; U'�`�k�a i'`- ��. �h�n:+ f�'' ?5' xTt�aM� .,»"1:J''°.".�?;i� "''..f.} ;'. ,...'' !:_:.y��... °'.lN���..�,r..' °''' . . b' r 44444 4 id8 V4as. 4,irauts..04 zz Q ~ Z Ce 6 U 00 U) 0 . W I J I- w g Q O = w Z1.- Z0 w U0 w Z —O 0 S2 w 0 z COMMENTS: J 1 t -' � / I _ , j 1 / (,.l 49,3 e _ 2,...,vt - - /t1L - 2 d) PT La 9 tom Y2fJ ► • ff +r . / to , ) 1 j....,- . hi, � / 74/6 44.77./• u .fir C)trv, r iC) :?`\ r \n ye.. .-0 { r( "IOC yam, c r . - . 1 t i1tye r()tf\�'e(4rati1 %APPc J et+ DossA — }r)`•, 4r1PTA t ter \ 1 r J'O IAA SC-' Po.) b s „.nu✓v ,,6 11- 1 a A. -+Lt v‘ 14 a 4 . ic, .te m. , m. '7 Ail 0 kh, rt sz \)c -i I A T ry G IA >S +1, f /f — C (A” . C P.--C 6- Irian„ o �` 1 t'\ o�t , �U✓1 K7 dC t Phone: 6' 796 — 0 PO4-e' 1 Se.)04 I A )0 1 ; \I y,PPcC 2 la cier ()S? \rSI Proje } A ppu Type f Inspection• 19 t rjrjss t ' ¥ Date cal led: 2 / 6 / Special instructions: ',Date wanted: . m. , m. Requester: -C.) , vyGe., Phone: 6' 796 — 0 •" INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dic7 PERMIT NO. (206)431 -367 Approved per applicable codes. IQQ Corrections required prior to approval. Inspector: " < , Date: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y• '�?",.:".•' ;;� �.: - P•. ;r. ,: y. ��na7.i.•,u t..a...Ga�... • r....�, .. . .a -. • 4.y' Z W rt J U O 0 co 0 W = co IL. uI Q g • -: Nd . F= Z � I- O Z I- W U 0 . o 1— = W ` - U LL' O I IJ Z ' U E F= 1— Q z COMMENTS: i/o ‘Z.r oLcre—iv 0 12.y,O,Ve_ 93 1)-.1 7 IV 34/ . S I O, ^- eat 1 64 7A 111 A? /IX A05,4 5 pe, /411 A CAAAJd i 1 412 ;44 4i Date wanted: a.m. I -25 -o1 Requester: 0r lie e. Phone: Z'Q(0' / 1 3 — 0 g72.. 1,./: ai i(< Pi/ O'J-e ()ft .c� V(/6 r i GXy Pc ,j ,1 i T `-r4, r-. -04,1 « 4/,5 ° 4e4..l 7 S, & (a-t 1 V M T) "20.44 `/ h,) o . ).& 7- I'S ay a d,ci o u/', Project: R P roperfle$ Type of Inspection: toccrerbewe,r Address: 12222 4b441 Ave.S Date called: I - 214 -of Special instructions: ' _ Date wanted: a.m. I -25 -o1 Requester: 0r lie e. Phone: Z'Q(0' / 1 3 — 0 g72.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D2 Ilo PERMIT NO. (206)431z3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 4 Date: 112'03 ❑ $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: ' "T u ' G. �„�i.ry `.S'«.• w ` ^ pC '4i.'1i` �* +v' +r++*�c °u:. , p .uPt,: '�1'f. _jam °k�,. ,y.�:. , . o-e..:;iv;:�:.:f `" kt' `r `i :::_+�:..._....�:.;. ..:i;.MM"� � iu..'S�a, h� :,•.�1:.iL�;i -.� �.'�:: z 1Z : 6 0 0 W= J CO W w ? . 5 a W F- = Z F. 1— 0 Z F- W ui 0 o 92 0 1- . W W H H LL w z 0 — H � . O z ••• a:`a 74: c.VAgo` lane ukst a`rxn °iuhsai,.: fir: Project: QQ % Type of ,..- -. Address: ac i� y, Q,14.,5o Date called: //a 6/ / I I ...r. Special instructions: Date wanted: //a . a�m� p.m. Reques e r: Cn5hi4- Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: P,4 7 i 1 dr -la Corrections required prior to approval. $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: 1 6t4s- +�.•: % *�C.:N@fi7.' c't:SCJ�e':1r�;�,8: Project: rg Type of Inspection: Address: // 4q; r4 044 S. Date called: /f/lno l 0 Special instructions: Dat w ted: / / (a.n ) p.m. q ester: fl P ,91 )19 r -O'1' INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Inspector: - PERMIT NO. (206)431 -3670 ig Approved per applicable codes. n Corrections required prior to approval. COMMENTS: , 3 I\ Qa`il1ill a n / C/v ' evv1 -r, l _tas rr r-c t tAr T (1It a Date: 1 1-1- O' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :'�i' tit`: �4�': s�3it�;"_. �'.'": �»„ y:: j�.. k":.. �x�f'' �.' G$ ?ti'.' �'.` S`' �, �:; 5'' �r "�.�ti.'a'_Y'^i'.• ^:'�.r:.�r+?* ys;. �k';".;. �,+ �� .- ..'�s' +i�',i. "'�;.,..`'r�... z 0 0 0 : N W W=. U3 W O I _ N d iW z � ZO ur 0 H w - U' L 0 w z w o O ~ P j ) e/),■77:--ek Type of Insppe , ti • J Iei�t� , /``7h 5 ate called: t , t oo Special instructions: • Date wanted: `a.m a D pm. Requester :M iLn • Phone: 966 . _ 773 6872 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 4^4yL'i� }a � i�.c:i3',2 W"� � • .X I` ° � � >w •. ,, a7.t., - ^. ,� {�� � y''.',�.+ 1 #�.__._;�k.«�.•a.:.s+�vw.," . =:rt_.. ` .4... ,e...._.x , ti:D3ci'i. ... ':+if.�:.w._(ki�L�fl PERMIT NO. (206)431 -3670. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto Date: ! 1) - n $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: .'('H, . ,�r:,.,�::issUSC� vir•4tif 'slt?�Y; ,i+•rN r1 ttZI i{i.ivutaititAi.: " 114i444.G` ats •:i?Wi vi ` Ah:G C .G Project: 2 g� P roper r c Ty a of Ins9�ection: . 0aCrila�n brit in Address: iP-.aa � A s ate cal ed: I2/(0 / Special instructions: Date w nted: a.m. t - oo p.m J / Re ester: Phone: Ld 93 12 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 01 1 0 PERMIT NO. (206)431 -3670 'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector- )•tom{ 11 r _ 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: �C'; Y`.. 1 .':' �RU crC: 4tF r.-. i' itiehiiep ;.(:�k!','.'.�:a�:ii:�.`,.'M #i u"'k- .....:�.,. _ ..... �.,. P2Fr.,::e: t{:. i:deN +lG. :.bwe.�k .......+9x :At4�:.= .k•a.Y1L: �i.. pt z w . 0 0 ' U) 0 : J N W W g Q U) Z1.- 1- 0 Z I- 11.1 Liu C) 0' 0 —. 0 I- w I F - r - • : LLO Z 0 N' 0 I z Project: 0_ 9 °Q° one of Inspection: • f ,.•-' S -Jr i ` roo4ir4 t-n t nlia 1 El dd 1 `� �-•.. D i `- c, - i- cO Special instructions: Date waned: 1 \- -- OCR uest r2 er ' t-e, AID SOD INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 4 (206)431 -3670 COMMENTS: n Approved per applicable codes. n Corrections required prior to approval. $47.00 REINSPECTIR FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter 6 vd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4' �`e�{�uretvs.0 ^_�dM(R2"S�i.faY ~> ? - �iGt,6M:aacitid.JY� /. "'�w"s�9a�'- t &J1Y. "e'A:tii:.J 2i .l uottw uu 1ue 11:se PA1 lbJU45U313 WOG 1NC May 11 00 02:45p R i• Forsman )q i1<DT.,Z, LOWER FLOOR •+•• r• 681.15 S.F. TOTAL S.F. = 14 S.F. 92.000•'110 253- uu3 003 P • 2 I? RECEIVED CITY OF TUKWILA M 9 7 ?_00[l PERMIT CENTER j . , , —m •• • e.........,....,. w,"..... ...a+.••wta++z,rws -t aac'mw: 4rH~R7fVleerrirlOWIWif z xa wrMaown.tra.110,"*raw,w z I— w re U : U O W O; W W. —J W O = W I— O' •z 'U O • ON OH .W u1` u' O Cu • z. • U = . F" z. : 03 /18 /00 TUE 11:38 FAX 2639466313 WDG INC I(JIII);rIIIIJ May 11 00 02345p Rr e Forsman FORMAN ENGINEERING 35929 23rd Place South FEDERAL WAY WASHINGTON 98003 (26) Its 4182 Fax (253) 927.8636 . Cafrxkis;ovr, ROW Rio MIN 1 1111i T l ' . il ;s"` . 4 ._ t. . . J•)'1 sot • fie C.LCVIOL) iY ;AR lCD DY r, re ick cis .. ..;. !L pfd i fix- . A,P)ieli,-.4+..r..11: 0 4otef . �>�� d.g 253 9'' -8E38 P.1 or DALE CAPE : dts�b,.�lr.. !�±s:.p,:.'�'F � Cri!-. > 34 10 , :� „ _..c.Y °s Sir �; -2 �) . ..r S. ft'. USG ' %a . ✓ AP.e, t..° �7 ...G � `i-ti<c.'ccr "V�r ..�c�r.�, .. ..1.o►..e� b.,. •<.h P1 73 P argeMIMASIMMORMEM=Utrrarra �acxc ttl=xn Mmn....� a sD 7Mtret lYwa^,Y^°....,rw m!YA.YO. Yirr" ! RECEIVED CITY OF TUKWILA MAY 1 7 MO PERMIT CENTER+ (� v —r m �ZD A-1;); Iv T > ?P r i1 ,1r t tA 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. -t0 in � tl < ( 1 1 t n0 • C -t n lP I It rn r,) Iy - ;U c� --r r- Q p er. 3E CULVERT IN DITCH FOR DRIVEWAY SEE UTILITY NOTEI ALL OVERHANE2 TO PENETRATE SETBAC, A MAXIMUM OF 1E0 TOTAL AT ALL PLAGES CONC. PAD o OUTSIDE DECK CONC. WALK TO ENTRY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 d w 3 1 • A a a d a fo 1 o d t4 se tans tilve'ieen reviewed by the PubNC rks apart e n or conformance with current sta dards. c tance is subjort to errors and ssio s cry not authoriz: '"rations of pp h ;nsibi th c :. -1- • "0 of P the ordinances. • ec :;h the sign. •pns � .: or , r these �,s void ,ptance d \ i of r: - '...,wings 5a F al P 1 ct I lo a ,__fie I y to field inspection Iic Works inspector. ; - U- s ; t Q Q 1 d r� o QS 3 q1;- 1tt Glow,. tort /4- r.r lJ `/^1 0\4 on OF TUKWILA MAY 17 2000 PERMIT CENTER z 1-W r4 2 J U U co o. uu J = w 0 u- a co Z � 1- 0 U� wW w Z U =; 0 F " z To: Joseph Sanford Date: From: November 1, 1999 Mice Deacy _ Titles Company: Title: Adntln strallve Clerk Dept: Division: Engineering OS /16/00 TUE 08:02 FAX 2838456313 WDG INC ' ►; V t2: S1 TUK a DCD/PW N4 City of Tukwila "�,�'�►yi . Public Works Department/Engineering Division r • `+ I Fax tTotal 4 of pages transmitted, 1 Sent by Number: 233 -638 -9993 I including this cover sheet: S (initials : AD Subjects Flood Zone Information Message/ Comments FAX TRANSMITTAL Tax Number: (206) 4314665 Flood Information for 12215 461h Ave S - Zone X 1. copy of map for your location 3. map number 1141Phag Wit 4. If you need a date, use the updated date from the Map Inde:r. nu 0, .1‘, '7. !j /1 )1 ( it, :I pi, Uqr• ("200; a_;_ 01 ^0 Tirkwl4 Pwblk Works Dspeorm It -COO Sadliccntrr Slid 1100, Tukwila, WA 91184 QorrccAon Le*kr ' I D 2000' 1 I a 146 '.� tali f ?+i... t19 •,cro -t • ,.Fntrk'tttr".1n0R ttt )"'•v:. ? ;4 001•nn5 P.1 /S kECEIVED CITY OF TUKWILA MAY 172001i PERMIT CENTER C ::7/ , i. "*X`xq?�Ctt ."'t!!A4�;R'E'e- ° "r,',!•t2(; z z r w -A 00 co w W I � LL w g Q = d . Z = I- 0 z co U O N � wW Z I- H u. O w z . U= O~ z • VO'IO /UV &VG 1 0 1 9:U4 rite). L04tl4090J. ••V\, i■vt, � V 211 '99 1:52PM TtJ< 1 DCDIPI I - prmmlwtrvntar :OI1.9 PANEL OW ?pro,'" A CA `Y.cn,;n!.srre?F,.1a'frva.. t sF_i?''. { .' ? n g ", tF ," ! IA T — r H h e`"r eK4 oTI :tom. .JV..a• V��V CITY OF TU IC � VI/ILA MAY 177100 PERMIT CENTER 6µ1; +xIN r,plin IPM. « y.,. Ii' r Z Z w i0 00 co o (0 11J J = H N LL w 2 gQ 59_ I. w Z � 0 Z w uj o . O • rn o f- w W I - U - O U 0 Z 110.10 ll.t 118:uJ MAA Z134104/ 30J14 NUS, LOA.. 10 . 11 . 11 . 11 114V 01 '99 12:52PM TLKI 1 DCD/PWummemommom SiREEr I MET IM 11011s STREET a g a taa STRICT 122 17 °30'00• �r< 7'1:. C� "..N'"�L+'Li.S.'.P`:�r!.mea;�' mint'. ij� ^,�?a73kn���r.+.�..nn..�.�..Y•K r, t(Juu:J: lln:r LL _SEND SPECIAL FLOOD HAZARD AREAS INUNDATE SY 1O0 -YEAR FLOOD ZONS A Ne trans W EisltiAN dwonr wl. ZONE Ad s... 11a.d Wafting datrnlaad. ZONE Api f Ind 4S St I IS 3 4a NnMN awr ei pat.Aik oW Oat oloottal ZONE AO flood Mph al t to 3 foal lataally Aral don on dss+irr tefl Mtge dowairals ,r ataa d >I1 • • CM ...'aura aka doR.P• Z0F411 AN TO hat 1 eacfod Foss 100.rsr Mal ts± Wool hood pawn war, war conwictio t: ro law info s det.prirc IOW V Cs.W Rod rdda wary award tom Wien); no oar: Ilad .t .bons dotantirrd. IONS VI Coast Sand alh aalsdy hard W.W scour+: leeae Red ei Miele deeff rrad, FLOODWAY ARCS IN ZONE Al OTHER FLOOD ARIAS 20501 x Now of Mayor Ilaslt was el 106-yaw fad ss101 *MOP d,_ al lea rem 1 law a adds away ars111 far dun 1 awe add: s+d 'rase power' b' Isu. boa 1tOy.at head_ OTHER ARIAS IONS X Awn, Wsin byd N hr male Soo. W I1osdFWn IONS 0 Mw h W;dt load bawds a. undetarownd. UNDEVELOPED COASTAL BARRIERS II .1 ux.rava Id 1 s goo l as eed .hock ti co..o.l bath .an on narwraE* lama w tlY or FAIR W boast P100• ►tiW0 L aso Rood loueduy M•9/way Oe+ndary Lair C Swam oalrasary 13nA6n1 Spade clad Waal Iona. and SWAY amino Arias .r a+rwle CASINO Ease wood tlaWaa 1Mddn Spada Asa Hs d Lute. ENS Flied Et.•ian UAW .......n.. St3►~."""` [iwslan A /loft Sat h11p adds for LNMden tiaaan — C Or000 Saxton Una SIM i4od El.e•aan N raw IEL 1113 whoa uaet.nn whin Zcrw. ha MN Max la QsvaUnn Omura PM7 x ElrsEon RsT.w.aa Mork • M2 Rine We Wean.: rowitamo RAW an North 97 32'72 .'.Man Moo of u» INAD :11 Prolamin. NOTES Thy rnap it 10f WO 4 .d aidaarad s+• Naval Had Warsaw Ra wn: 1t aoaa nit aae.sd.de Want* as tome awlael to IWO% ssrEcaaar ham I■2171 dMiaa.e au.acaa W /mat ties, at Y 06 111041 1141I+11 !Wide E41011at RHO 04•d Nap, Co•Aal b4l food alay.t:ons sash our 711^Irwr1 sl CO NOVA. sad initial N..n.ete it wave union: ,N.. .NV.dafY retn 14110 d14/11 tifehlkaitte Irma ewe daralooad by Oa Naenal Wafter I.s.a tot twrioM w•ou.tian Moning. Mao Or Saaeld Flood Wafted 1t00.s ar toad! Wawa Zonal r. AE. Ah. N3 /111.v and vt. RECEIVED bITY OF TUKWILA MAY 1 7 2000 PERMIT CENTER 116/1(1/1111 j UI (J 1)4 PA VS.39460010 VVI.H. V40S i '99 12 :53Pto - rue 1 DcD/Pw an or ANTON 3100811 IOUN ASO A'? c 4 0 1.4 9 th• % ,. Op l r 1112 Ts 41StOrrolll Ilene Insurrnet. I austab • oilmen an Iss.rsocs wen co collets Polentl PI,ed Inewoes Program • ft:0111311-401.0 AOINIOXIMATE SCALE IN FEET 0g b,_ 0 AIMS l(j iiti4 MI:, P.4/ •■•••■•■••■•••■■■•■•••■■•■•••■•■•••••., NATIONAL RAID INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PAHL 957 OF 1725 legs MAP iNnEX ORM PANELS NOT PRN ;CNTAINS: COMMUNrT 4- "'"=111111111111MMINIPOInm WC COL7N7T. Cottor-ONICISsTIO SAWA A101171 *V IIISCIN,UT? Of MN OW r inArntarr 0‘ WOW am r nAvALA OT? or P1 0117 i MAP NOE 53033C0957 F MAP REVISED: MAY 18,1905 Federal Emergency Managerneat Avec: RECEIVED CITY OF TUKW1LA MAY 7 2 0011 PERMIT CENTEI- t 11M, Ut1:U5 1'11 2321,4Sb:31:3 'Ll. l.v■ 0)341 Alf 014001a1C 01 '99 1215aetzta I DCD /Pw Dgn1ese41 CMIO46300 Ono Land lh0 Mil 100 415 All 1 ~ 0 1 IAN 11151 10• 10111x. M4i llw 41M4tvn) not '0' Attibl tont 90014 not for IV/ 4A1r) ehrrni WWI n Alts net Is. tnenln. wV Cr, City Tuk to own 1200 5w,1A Calor Doom./ t rot ler d srloetot Uw/4 1r`lab. toI •llfvenca a . noL diocmuti0n1 • t 01 f OitrflYn► M 01% IOW not for d■,ttibutbn) mint toy 10027 not 4•1310305601 + not tor iMtribud nt /WI 10027 11111r dho'iusinnl 0e Will nee* 2311605 isol Irk • Inmost Me lot fN 1!etAlunont rth Ku lot 4MnMpionl ant 4047 .01 tar 0kUWdont '9rn of ikyM/11411 1e1oa MM ne 411 lt1oM 1110401 IIINscedkb 1MM11NAM IqM 1MM01 Male lw rsfWwis/ Mr, ns IM 4I01040901 QIy of Eimousialle ettr ►t trw» imomor Vivo it 101 1Wsr Stroll Amos f1nb rret w onnty� �nee�olialo w) Goy 41 Wsollowill HY 13503 N1et Mi•t17itf1 Spelt WiNglir0110,VhshiagloIN 13072 04,44 MOW, forroflweel Of*. rot for 41rr(avdo0 orprere1It of operaM M M n d Envianmonul SOMe, 7600 11Mt Pleas S.E. mo/s wawa "ano0� Gm e n eiatrbid)n) FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS fill UST MOWN 3,T Lift Pee IMW4G OF NIeo NMI 001MWNflles) MAP INDEX 1460013 PSI/471D: 20. 40, 13, 44, 47, 44, 40, 40, 00, 07,90, III 1)0.1/2, 717 ,iI1,310.210.117, 910, r{SO. Ill, 333.311.331.110,381, 004. 300, 301, 340,943,771.177,411, 001, 343. 701, 700,310,111.401,416, 410. 411. 170, 411.410.5eS.500,11e1, 101. $27, M. 32/.523,410,413,419, 400, 434. 430, 410,440,603.054,416, 017. 400, 450, 664,606,660,440,440. 000, 400, 401. 400.400;101.411,100, 001. 704. 700, 710,711,714,771,111, 711. 770, 736, 137,/11,741,741,741, 744, 741. 741, 1tS.sas,010,/03,114, 014, 7S7, 011, 1140.161,061,161, 964, 011, 101. 041, 174.077,970,000,161, 012r •43. 004, 064.147,00e.00t OP3,P7i1 001. 100!, 1002 ,100),1004,3604,,047,1440.14011, 1010,1014,111120.800$061111038.40s6, 1007, 1010, 1074, II? ?,110/,1221,11301 12)2 .1243,1110,1211,1203.1203,1214, I 337, 0710, 1141,1142, 1140,1244, 0304, 1967,1260,1360.1160, 1190,11114,1111 1, 1150,1437,1400,1411 0404,1501, 1135, 1 $21,Till NAP NUMBER 5801=000 MAP REVISED: NOVEMBER 1 Federal Emergency MAr14Iment Agency RECEIVED CI'T'Y OF TUKWILA MAY 1 7 ?Gan PERMIT CENTER z W l � JU 00 fn 0 CO W J = H W 0 2 g Q cn a 1- W Z f � Z 0 0- OH w O lll 0- 0 z FS 51 77 at L ^ .3; '). l7 •7 .`. --7 is ., 3 : •S J - t aw ., •r 4 . 17 ►l . •.•r 5t It •r of'l • , 7t • •1 : ',,1 r• Q , r 5th; 71 r rI • If ter 7r • 71 0 ,0 5 . 51.‘ . I r l i ,�1� f , •1 • 'It r --•- -- 1. • , it � tJ 9 • If , tt elf) '', • of • • 77 1 0 , t • t • 1 y� + , 4 z • I Is. ._. / e .. • t I 1 N w i O 077 rr r, MIN VT 4 J rs let �e e S a t► aFK I. Or O 17 ,r r 1979 yr • g rr •• VP It 1 - • • • 11, d O./ . I O ' x 1 Se t I i 7 44 ti 4 I H 7 • tit ,s *: ti • • •1 r • f .1 to 7t It ►t ST u •► 7► f • N u 0 •ice rr F - Y O r • a •S. r Yr•stu 7•e• ,:S,.lie . • 1. •r m h •r b I 2011 R see 1/Q • 5 • ,t e � • $•' ,, ..r e 1 al . • sr etFl* H . 7r .S ef r . , tt / , Kdri , Sr O) • 7, . r, of • r£ . + �� L 1 lc / ..•- r • at T e •'' • t� t • • • s • t • •0' 5S -'t I • 7• d b ` j • _-5 0 • r t . �q 1fi �`'c •R! •, 0142;.1 v 'T i • • • •• • n fb 4 }n Of 'I.'. I a•••• .t w S Z aJflSOpu3 SIN IO - 0002 kk!lod 1 --care D-2 , 0 - t�~ 3NOZ 1O211.NOV 0OO13 NMOJN311V • tz f'1 N .5 pastnaj pasuoti OOOZ '9aj palo2.0 1 r . -17 sr 1 1 • et ' o PI • Jr • I t 7l . /w I •._ it 1 • e► s • . 7► 4jlt t • i 4 • • ► 4 tM • ' r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1r 41 111 - .r ♦7 '7 •5.rt 1 Y! . f►�t ,` tr 42 , K r7 77 It .7;'c.,_ INN •t e 4 . 17 ►l . •.•r 5t It , Sc of'l • , 7t • •1 : ',,1 r• Q , r 5th; at . 17 e <<� - •• It • • I i e y ( , t�i ft ® a 0 ,0 5 . 51.‘ �( l 1.5 11 1 _ .• s . r► ► it •.t' SfSs 1 N w i O 077 rr r, MIN VT 4 J rs let �e e S a t► aFK I. Or O 17 ,r r 1979 yr • g rr •• VP It 1 - • • • 11, d O./ . I O ' x 1 Se t I i 7 44 ti 4 I H 7 • tit ,s *: ti • • •1 r • f .1 to 7t It ►t ST u •► 7► f • N u 0 •ice rr F - Y O r • a •S. r Yr•stu 7•e• ,:S,.lie . • 1. •r m h •r b I 2011 R see 1/Q • 5 • ,t e � • $•' ,, ..r e 1 al . • sr etFl* H . 7r .S ef r . , tt / , Kdri , Sr O) • 7, . r, of • r£ . + �� L 1 lc / ..•- r • at T e •'' • t� t • • • s • t • •0' 5S -'t I • 7• d b ` j • _-5 0 • r t . �q 1fi �`'c •R! •, 0142;.1 v 'T i • • • •• • n fb 4 }n Of 'I.'. I a•••• .t w S Z aJflSOpu3 SIN IO - 0002 kk!lod 1 --care D-2 , 0 - t�~ 3NOZ 1O211.NOV 0OO13 NMOJN311V • tz f'1 N .5 pastnaj pasuoti OOOZ '9aj palo2.0 1 r . -17 sr 1 1 • et ' o PI • Jr • I t 7l . /w I •._ it 1 • e► s • . 7► 4jlt t • i 4 • • ► 4 tM • ' r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1r 41 111 - .r ♦7 '7 •5.rt 1 Y! . f►�t ,` tr 42 , Exhaust ventilation shall be provided for each dwellin MINIMUM AT .25 W.G. 100 CFM • unit as follows MFR. /MODEL 1il fA e Arm (S. 302): EMMA -- U LOCATION KITCHEN FAN ��� BATHROOM FAN 50 C VL lit ' "- - BATHROOM FAN 50 CFM \A,,LA-�\rLe-- S/0 BATHROOM FAN 50 CFM n 1/L - q l7 LAUNDRY FAN " WHOLE HOUSE FAN' � 1 (CHOOSE GIVE) r r 0 50 CFM (1 -2 BEDROOMS) 80 CFM (3 ssonooMS) 0 100 CFM (4 eeof+ooMS) ;MIN 0 e2( *Whole house fan also serves as a kitchen or bath spot fan: ''" YES 0 NO wvk1i If a s • of fan is deal • nated as a whole house fan, the cacao' shall be the lar• er CFM re • ul cement, Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed/labeled O Whole house fan wiring 0 Whole house fa shall Sone rating 1.5 if , ceiling) "for Continuous use." for control routed to central location. run continuously: Ki tchen rate 25CFM, bath 8 laundry rate 200FMr Integrated forced - air furnace ventilation (IAC Code S. 03.1.2(b)) shall be used instead of a whole house fan and fresh air inlets In the bedrooms: YES 0 NO 0 If yes, a B" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. O Mechanical ventilation fan ducts shall be > 4" and • roperly sized using IAOC, Table 3.3. d Fresh sir shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): 0 Each bedroom: Tested, screened, controllable, through -wall port (,Z 4 eq. In.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: t Et Central forced air furnace which delivers outside makeup air : through the ducting system. 04/17 /00 MON 08:59 FAX 2539458.313 WOG INC X1/17/1991 ENRGYCOD.DOC 2/I3/97 00:43 763259t CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51-13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (In the case of the whole house fan) specific "Sone" ratings, Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and perforrnaop OFTTUKWILA rating. Secondly, check the criteria that applies to your design. 8 2000 1rp ttruS..L'ffY.'Seote..itRe i.e.Zi411SWA v rt >. .r. ,, ..rr xn :n'y?7Yf•r, > ».w�w�, .. ... ,�i�^n or-.rc m- ,!4.. �" .. , rw,r �rr$wa_ �z�„* wupfq.�>rr�vstM� °t . � -i . t. �*rw .�a sya•.'.iw•fi•: �, 7 ER PROPERTIES IN ACTIVITY #: en03: and PAGE 03 H -15 Ho_ CENTER IID z ~ W re JU 00 No J = H U) u_ W 0 2 g _ N W Z = I— O z l— W uj n p o U D H W W I I- u. 0 W Z U O~ z 64:17/90 HON 08:58 FAX 2539456313 WOG INC fE11/17/1991 00:43 763259 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98186 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: G0.5 gas il, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill In the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area 3, CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) NO MANUFACTUREp TOTAL GOING AREA ENRGYCOD,O0C 2/13/97 FRAME MATERIAL S.F. + TOTAL CONOCRONED PLODR AREA 6 ER PROPERTIES II" MODEL r! S.F. x 100 The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. p lkeRMISLVMOVgalVerfreP4WWWVITMOIXVIt a 7+hrw cww«a rr. >pr o s ».e,• o «:u w rnrrw sa ri.iiane .n`�r.w .. ACTIVITY N: kit R TOTAL GLAZING AREA 4 (add entire column) PROPOSED GLAZING PERCENTAGE 0002.'004 PAGE 01 H -15 RECEIVED CITY OF TUKWILA APR 1 8 2000 PERMIT CENTER SIZE U•VALUE R S. T Z W re 0O N0 w J =. IL 0 = 2 Z F- O W �p U O N. 0 1- W LL� HU — O .. Z w p II 64.17i00 HON 08 :58 FAX 2539456313 WDG INC CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE 1 RECEIVED review the CITY OF rutcwn A NOTE; Carefully requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dweiling design. Glazing percentapvp S 8 2000 determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must Indicate all applicable requirements from tabllaMIT CENTER ENRGYCOD,DOC 2/13/97 Z0 3jVd HEAT SOURCF OT}IFR lgos. oil. propanft heat puiitpx.) OPT I 0 OPT II 0 OPT III OPT IV 0 0 FIVAC AFUE. ' ;..t'a.. ,. >..76.,... 2..98: .a .78 . .Gtezintmax:. . %of floor 10% 12% 21% ..21% 21% U- value • • 0.7.0 . . . 0.65'.. . • .0.75 : ;:; : 0.65. 0.60 • Our U■value' 0,40 0.40 0.40 0.40 . (*value) (4.4.5)„..; (a-2.. .0):...., .03A5).. ,):.:(R-2 . (R - 2.5) . Cbllingi:`.... :: . with attics' R.30 R-30 R -30 :' • R - 30 R - 30 V a u l t e d .: R . • .. ' .. R -30, .....e :. :. R 3,Q, .'....' .. -:..,: R730 . R - 30 Walls: • above:grade R.15 R -15 R .19. • R.19 belowgride . . interior R -15 R -15• R -19 R -19 on . . exterior . R -10 R -10:. , . •R -10 .. • R•10 Floor '• .:R =:19 .. R • . • R -19 : ,. R - •,Slab•onngrade ' R - 10• R -10 R -10 .. R - 10 • < two stories ' The °2" symbol means more than or equal to; e e means less than or equal to. ' Glazing trade -offs may be made it the Option U -value requirement is not exceeded. PI A REVIFW (for official uw,c only) Selected Option is appropriate for this dwelling design. choice. Notes: Approved by ONI S3IlaadO8d 83 ❑ YES ❑ NO OPT V 0 . x .74 0.40 Option R - 19 R -19 R.10 R -1.9 Dere, I nni,(104 OPT VP OPT Alm 0 0.40 •0:4Q !;' Fi_38' FRAO* 1.f R 1 . +•: •' A -10 ...R =10" ; `.RrurV �i� .. .:•:.'12.LA mey be a better 0697,E9L CP :00 1667/L T! TO z W 6 0 O' to o co I J I— CJ) u. W 2 u - < co D = W z � 0 z uj 2p V 0- . D H W I — LO z W UN z I— A5rn'S1' .�sY.'�il�Y.'.�t4 Yin11.�` 1T, .] PA k 99063CALC Codes: Loads: 1997 Uniform Building Code 1991. National Design Specification for Wood Construction Roof Walls Floor Deck lAfind Seismic Foundation: footings FORSMAN ENGINEERING 35929 2e Place South Federal Way, WA 98003 (253) 927 -1278 Tacoma (253) 815 -9182 Seattle STRUCTURAL CALCULATIONS for E.R. Properties Construction Lot 8,- Block. 5_ Allentown Addition Project #99063 ©1999 Forman Engineering 15 psf dead load 25 psf live load, snow 10 psf dead load 14 psf dead load 40 psf live load 10 psf dead load 40 psf live load 80 mph basic wind speed, exposure 'B', Importance factor 1.00 projected area method zone 3, Importance factor 1.00 1500 psf allowable bearing pressure I EXPIRES:1 i» / el 1 The items designed herein represent the entire scope of structural investigation performed. No other portions of the structure have been reviewed. These calculations apply to the location specified above. The site was not investigated and no judgement on the suitability of the site was made. Page 1 of 24 CITY — TUKM'ILA APR 1 8 2000 ?EEO/ IT CENTER oO 11 z w U - O N 0 w= J 1- w g Q z v • z � 1— O Z 1- w U 0 .. O N O 1- . = U I— L I Z W U - , O z PRODUCT 204.1 (Single Sheets) 2654 Weeded) FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815 -9182 Fax (253) 927.8636 JOB 91000 SHEET NO. GJ OF CALCULATED BY DATE CHECKED BY DATE SCALE l r ►�.2 -- t wr -ee ✓ca ref . ..._ .. . 14/e-er'r . C Se Rrtcit,oa . ?..- ... ...... 6 2. a - .. APR. A 8 200° peF4A rr0ENTER ... • r 1 Vyj/ 1 �iv5 p,j *z qx8 4- ' re. v.N. Z Q Q JU UO N D WW J u. W O u Q I-- _ Z �• I— 0 Z I— w U � O co 0 H W W iii U =' O cm( oF ET ONI IA ASR 1 "" p PNOOUCT 204 , 1 ISinglo S114e10 205 I (Nd0e0) FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927 -8636 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE �.� -- see... prey t crJf . 2 - 2x4.- . sO .. . Ijc C 4 ........ Y. .. 11 e /.G`ro_c . .. e C'tee 1 ) . IL) U )1 -7 /b --rS:r z5o g�ee..�.YC•n s.st , r/8 et xeoic - 0.t , ve vettcc c°41- fa- 3Sc1Ay • - mac . ICS . li III vzy -4 '13 s „ n Oc Gm 9 4'1 f / ' ` r' ' c/l ,z/Mx 8 45 , . xk — NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. A Mit ich A I/ ■ AI ■ ■ Assn .j4+-ad s. j I ® j a . P,w, . — - -,r L 1 1 i L 4 -- 1 4 r fa- 3Sc1Ay • - mac . ICS . li III vzy -4 '13 s „ n Oc Gm 9 4'1 f / ' ` r' ' c/l ,z/Mx 8 45 , . xk — NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. A Mit ich 1 • ' TJ -Bran " v5.42 Serial Number: 0 BEAMUSA 1001 11115/09 7:43:42 PM Papa 1 of 2 Brad Code: 104 DESIGN CONTROLS: Shear(b) Reaction(lb) Moment(ft -b) Live Defl.(in) Total Defl.(in) TJ-Pro Rating PROJECT INFORMATION No Project Information available Typical upper floor joist 11.875" TJI® /ProTM -150 JOIST @ 16.0 o% MEMBER IS INSUFFICIENT DUE TO LOAD MAXIMUM DESIGN CONTROL 650 844 1420 650 850 1420 3047 3047 3765 0.487 0.469 0.632 0.938 31 Any 19' 8" CONTROL Passed(45 %) Passed(46%) Passed(81 %) FAILED(U462) Passed(L/356) Passed OPERATOR INFORMATION: Company Name Operator Name Street Address City, State, Zip Phone # Fax # 1" . R' ,...V.^ WritSlr_•:i,;•1.ZW..M....e, .91 1 frrt r•.rrm .. ,. x a O Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(bs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Stud Wall 5.50" 4.25" Left Face 520/ 156/676 Detail A3 1.25" LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 520 / 156 / 676 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJM Builder's guide for single family residential applications. Limits: End supports, 3.5 ". Intermediate supports, 3.5" with web stiffeners and 525" without web stiffeners. LOCATION Lt. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Span 1 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:1/480, TL:L/240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): AI compression edges (top and bottom) must be braced at 2' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ - Pro"' RATING SYSTEM The TJ-Pro (USA) Rating System value provides additional floor performance information and is based on a Glued & Nailed 3/4 OSB decking. The controling span is supported by wails. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. Copyright O 1999 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro"', TJ -Pro"' and TJ.Beam are trademarks of True Joist MacMillan. TJI® is a registered trademark of Trus Joist MacMillan. ' 7J-Baam" v5.42 Wei Numbs: 0 BEAMUSA 1001 11!10/99 7:43:42 PM Page 2 of 2 Build Code: 104 PROJECT INFORMATION No Project Information available Typical upper floor jolt 11.875" TJI® /ProTM -150 JOIST 16.0 o/C MEMBER IS INSUFFICIENT DUE TO LOAD ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trua Joist MacMian(TJM). TJM warrants the siring of Its products by this software will be accompished in accordance with TJM product design criteria and code accepted design values. The specific product apptic Lion, input design loads, and stated dimensions have been provided byte software user. This output has not been reviewed by a TJM Associate. - Not al products we ready available. Check with your supplier or TJM technical representative for product avafiabiy. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Alowable Stress Design methodology was used for Code NER analyzing the TJM Residential product feted above. - Specifier guide span exceeded for span 1 (L/480 table). OPERATOR INFORMATION: Company Name Operator Name Street Address City, State, Zip Phone # Fax # Copyright O 1996 by Tnn Joist MacUUIan, a limited partnership, Boise, Idaho, USA. Pro"', 7J-Pro" and TJ-Beem"' we trademarks of True Joist MacMillan. TAB Is • registered trademark of True Joist MacMillan. �5��, � „m.,�..m7n7rKm:n14R'Rtli4BY -f'f} kin!+ mca�,,,..,,., em, Km•. e: w. vwsw:- ti,.... r- �•, ��• �, •••.,- ,,.- .,v.+•auvnnrfteM�i?�k .. Z W . re U. 00, U) W —I � N W W Q O LL Q ` _ ° . H 2 Z � F- O 2 W W . C.) O — •. •0 H W ; H H O ' .. z . O 52 F= I. ~ . z 11.875" TJI® /Pro"" -250 JOIST @ 16.0" o/c PROJECT INFORMATION No Project Information available r.• Copyright m 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI® is a registered trademark or Trus Joist MacMillan. Typical 2nd floor joist TJ•Beem^' v5.42 Serial Number: 709049915 BEAMUSA 1001 11/19199 10 15 :00 AM Pep 1 ur 1 Build Cude. 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FpR THE APPLICATION AND LOADS USTED 19' 8" o Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Uve at 100% duration, 12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONSQbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x6 Plate 5.50" 4.25" Left Face 520 / 156 / 676 Detail A3 1.25" LSL Rim 2 2x6 Stud Wall 5.50" 4.25" Right Face 520 / 156 / 678 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. - CAUTION: Required bearing length(s) exceed the minimum shown In the TJM Builder's guide for single family residential applications. Limits: End supports, 3.5". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 650 844 1420 Passed(45 %) Lt. end Span 1 under Floor loading Reaction(lb) 850 850 1420 Passed(46 %) Bearing 1 under Floor loading. Moment(ft -Ib) 3047 3047 4430 Passed(69 %) MID Span 1 under Floor loading Uve Defl.(In) 0.432 0.469 Passed(L/521) MID Span 1 under Floor loading Total Defl.(in) 0.561 0.938 Passed(U401) MID Span 1 under Floor loading - Allowable moment was Increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/480, TL:L/240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. ADDITIONAL NOTES - IMPORTANT, The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. � el � , or4 OF� '1QQO NC `. C � Nt �R �sR OPERATOR INFORMATION: Foreman Engineering Arnie Forsman 35929 23rd Place South Federal Way, WA 98003 253.815.9182 253.927.8636 Pro"", TJ-Pron and TJ- Beam are trademarks or Trus Joist MacMillan. Z 1 Z ~ W _U 0 cn A W I H CO u_ W LL < . • O = W H =. Z� O: Z i— W uj U O N. A I--' WW L I O Z W U= O ~ z SUPPORTS: DESIGN CONTROLS: MAXIMUM 469 469 3147 Shear(lb) Reaction(lb) Moment(ft -lb) Live DOW) Total Defl.(in) PROJECT INFORMATION No Project Information available TJ -aeemTM v542 Said Number.7a904A915 11.875" TJI® /ProTm -250 JOIST @ 12.0" o/c BEAMUSA 1001 11119/99 5:02:48 PM Page I of 1 Build Code; 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION. AND LOADS LISTED WIAMOVAIKORMWtraMtlIVESNOPIMMVent I I R. /"..sZ" INPUT BEARING WIDTH LENGTH JUSTIFICATION 1 2x6 Plate 5.50" 425" Left Face 2 2x8 Stud Wall 5,50" 425" Right Face floor joist under master bed sitting area LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application. Loads(paf): 0 Uve at 100% duration, 0 Dead, 0 Partition, and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Snow(1.15) 1 150 err Adds to Point(Ibs) Snow(1.15) 150 150 13' Adds to Uniform(pif) Floor(1.00) 40 12 6' 6" to 13' Adds to DESIGN 469 469 3147 0.355 0.586 CONTROL 1633 1833 5095 0.469 0.938 CONTROL Passed(29%) Passed(29%) Passed(62%) Passed(U634) Passed(U384) REACTiONS(Ibs) LiVE/ DEAD/ TOTAL 280 (S1.15) / 189 / 489 280 (S1.15) / 189 /489 DETAIL Detail A3 Detail A3 Product Diagram Is Conceptual. OTHER 1.25" LSL Rim 125" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(e): A3. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJM Builders guide for single family residential applications, Omits: End supports, 3.5 ". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners. LOCATION Lt. end SpanI under Snow Roof loading Bearing 1 under Snow Roof loading MID Span I under Snow Roof loading MID Span 1 under Snow Roof loading MID Span 1 under Snow Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/480, TL:L/240). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is requited to achieve member stabii ty. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by True Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. tvED 1lp - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSiSaEG �V�� G - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. crl O .1(x Q OPERATOR INFORMATION: Foreman Engineering Arnie Foreman 35929 23rd Place South Federal Way, WA 98003 253.815.9182 253.927.8636 Copyright 91999 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro"', TJ -Peon' and TJ- Beam"' we trademarks of True Joist FAadriillati. TJI® is a registered trademark of Trus Joist MacMillan. c)04° � s� cr ail PA000CT 204.1 IS Sbee s1205-1 (Padded) FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927.8636 JOB SHEET NO T OF CALCULATED BY DATE CHECKED BY DATE SCALE Z 'k)s) / c /2) : /Gop`eF r R z 1 /x10 ,n= 7zv 4 - z L/k ( d f7�Y.�ui i . 'P.ecfs . 535 ? 2 /)t l �. , (C g c� �= • ►galimri e ..Sae d-e,r goo t Z 5- 05)L2.2-0.-) + 0) t Lie, --,w)c -z7: .s. ................ /S x !3Y7- " G1-1 P zas 6 ,5`64 f/ - =Use S4x17 "GO 1. �"�:F'7AgMlry. • i ", iYldtdh�eY.sUr&,7Si2�$u47.t%4 i'S z z w 00 . CO 0. co w J ~ w o. �Q = d : 1— ? 1— 1— 0 z I- ui n o O N. 0 I- 111 = U ' .. z 01- if PRODUCT 204.1 (Sintile Sheets) 205.1 (PaddedI FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815 -9182 Fax (253) 927 -8636 ■ Cif 0'6 L 1,1 / 2 -) Co )7A0 ..: 4 'ixa 2y .CT `_ j --tr &Zo, Atx JOB Yrd C SHEET NO 4 it OF CALCULATED BY DATE CHECKED BY DATE SCALE Cz.cil‘T)CZo5) .lZx S.5( = 7 S A T, ,‘/E1 33 v5..e TI . )4(E4 R �F ��1K`; II ... ................ art app...'. 1 ' ... vs' ... �.ER., ...... z � 00 cri 0 co cu: w w O II O N; 0 H'. w w:. z; co O ~ z FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815 -9182 Fax (253) 927-8636 Pfl000Ct20b1 iSk*Sha151 205 „Added) JOB . g la �p'� SHEET NO 1 OF CALCULATED BY DATE CHECKED BY DATE SCALE • lc�r �l... T...:.. C- w ... °..c.2ue c e rrs a z. .....;7/....� . t� .. J �1.-. ZS�U....C�.. i.(( . ..:......... • 1c;' .... ..................... ay.1-. T%( c. Ccau- t • lit,. = (1-Cot/ ti) (2 - S Lrd •�/ ... -�_ '1(0 �< <p/ g I3 o p( OF -W NPR / a 11* vERM4... GENTR c �jyss w % . (k)) (‘) - ?- O \ �S-P c .. - Use Z z m e F 7 zz ▪ wie W = J U' 0 co o. 0 ILi 9 _. u. w O u_a N o. � z � F- z I: uj U 0 H SU I– o iii Z U =_ o'' z Cw417•Ariveemut DESIGN CONTROLS: MAXIMUM DESIGN Shear(lb) 321 315 Reactinn(lh) 321 32.1 Moment(ft -lb) 742 742 Live Defl.(in) 0.061 Total Defl.(in) 0.079 CONTROL 1120 1120 2873 0.231 0.483 r Typical lid floor joist 9.5" TJI ® /ProT"' -120TS JOIST @ 16.0" o/c T.! -9eamn 4.42 Serial Number: 709049915 SEAMUSA 1001 11/19199 4:28,34 PM Page 1 or 1 Build Coda. 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED CONTROL Passed(28 %) Passed(29%) Passed(28%) Passed(L,999+) Paaocd(U999 . ) n ; n 1 0' Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES, Application, LOads(psf): 40 Uve at 100% duratiao,12 Dead, 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL AL 1 2x6 Plato 5.50" 4.25" Left Face 267 / 80 / 347 2 2x6 Stud Wall 5.50" 4.25" Right Face 287/80/347 - Sea TJM SPECIFIER'S / BUILDER'S GUIDES for datall(e): A3. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJM Builder's guide for single family residential applications. Limits: End supports, 3.5 ". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners. DETAIL OTHER Detail A3 1.25" LSL Rim Detail A3 1.25" LSL Rim LOCATION Lt. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Defloction Criteria: STANDARD(LL: Lr480, TL:L:40). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by True Joist Macruiilian(TJM). TJM warrants the sizing of its products by tfsir software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Chock, with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: No Project inrormanon available Foreman Engineering Arnie Foreman 35929 23rd Placa South Federal Way, WA 98003 253.815.9l82 253.027.8836 Copyrlgnl C 1 eee by True Joist MaCMlitan, a Hmir i partnership, soles, Idaho, USA. Pro "', TJ -Pro'" aria TJ -seam'" ate trademarks of Ifus Jolla MacMillan. TJI( is a registered trademark or True Joist MacMillan. • FORSMAN ENGINEERING 35929 23rd Place South • FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927 -8636 • PRODUCT 2041 (Snala Sheen) 205-I (Padded) • • • JOB SHEET NO PM OF CALCULATED BY DATE CHECKED BY DATE SCALE (S'z / 5"33.. 5,3.3. /'133' .. ...... arc 4 / 1. X RE NED OF...TUI(WILA ( (-)(z:>3')1wR• I ..x,...2000 3`' COY .............. . ) I . ?)62f0)( )0 ,17./111- CENTER Us -e (Z) :` /.. &4+ _ ....... w.ree amwx+sfro24.10, SfeAa : Project Forsman Engineering Des Job# Lateral Loads - Two story Box on Foundation L W Hr H2w H1w Hfdn seismic load Keq LF rho #, Vd2f VV 14 R i Sum Lateral Loads Longitudinal (direction of L) @ roof floor 2 floorl roof @ floor 2 floor 1 Lateral Loads Transvers (direction of W) roof floor 2 floor 1 @ roof floor 2 @ floor 1 54.00 20.00 3.50 8.00' 8.00 ft ft ft ft ft 1.50 ft 0.14 1.40 1.001. i 3 O80 sq n 22,120 ibs 32,880 ibs 23,260 ibs iy 19.25 9.50 i .50 vv 22,120 32,880 23,260 78,260 seismic w lb w lb/ft 4,311 215.5 3,162 158.1 353 17.7 building length Pr building width Pw height roof Pf height 2nd Fir walls height 1st Fir walls Kw height foundation Lw wind load Fwr Fwf2 diaphragm w lb/ft V lb v lb/ft 215.5 2,155 39.9 158.1 1,581 29.3 62.7 627 11.6 diaphragm w lb/ft V lb v lb/ft 115.5 3,119 155.9 105.6 2,851 142.6 62.7 1,693 84.6 15.4 ipsf 13.2 psf Fwfi 13.2 ipsf building area weight at roof weight at 2nd floor weight at 1 st floor 'vii x H 425,810 312,360 34,890 773,060 0.55 0.40 0.05 wind wlb wlb/tt 2,310 115.5 2,112 105.6 1,254 62.7 seismic wind w lb w lb/ft w lb w lb/ft 4,311 79.8 6,237 115.5 3,162 58.6 5,702 1 05.6 353 6.5 3,386 62.7 T lb 2,842 2,598 1,543 43,106 31,621 3,532 15.00 psf 10.00 psf 14.00 Ipsf 2.00 i length walls = Kw x (L + W) 148 ft length of walls at roof at 2nd Floor at first Floor L walls T lb V lb v lb/ft 37 2,155 39.9 27 3,736 69.2 11 3,913 72.5 W walls V lb v lb/ft 3,119 155.9 5,970 298.5 7,663 383.1 'vi Vsum Feq i Feq Sum 6,035 4,427 494 10,956 6,035 4,311 4,311 10,462 3, 162 7,473 10,956 353 7,826 7,826 weight roof weight walls weight floor CITY OF TL; Nttp APR g 2cia PERMIT CENTER Page f /s z z re U U o vo w =, w 1 = w -- _ z � 0 z �-: ui o U. H w LL O . .. z. w O ff '' . z fd -f /14 f - rkoZ+f, 4- (3.0'6 /RYw f� 0 ASD fest . Gho / t4)73.0'G, / RV'W 6, - 036 Table 16 -Q zone 3 w/ defav /t S soil type - 4.5 OWB shear walls R - 55 firm/ or cab sheer walls - 4.5 GMl, shear walla fe - rin'017 OWB Woo wails ftd - rho'0.14'W plywood or osb slra'' walls fe - rein' 017'W 6MI1 shear wolfs Rho fef - 0W13 or 6Mil felt - p /word or osb 10 017'W 014'W 11 019'W 015'W 12 020'W 017'W 13 022'W 018'W 14 024'W 020'W 15 026'W 021'W MOED CITY OF TUKWILA PR 1 8 2000 PESMIT CENTER rc�mm�¢' G,,••: �x' n+` ce1^ sa�mvTfA7rrrM�A' At" cw« rinmwb* �. Mr. vn�a*`.. �un�r.+.. �» r: n,.,.>, 1.« miwse�mr,. nw. w�•. n�++ hSe�'�+1C+NM�"GRC1111!A�.d�l!!t �. z re W 6 J U U U U: W W , J� W O u. co -J = a : _ . z p o Y" Ci = U IL O ; W z U— o z r noof IMAM Roof each UPPER FLOOR SOg15 S.F. VD' .11•.o 0 t? z 1Z re LI 6 JU 00: y 0 co 11, -i i- LL WO Q. rn � = I- W Z � I- O. Z W uj U O —(/). 0 f-: W W. U L1.- 0 .. _ ` O~ z FORSMAN ENGINEtRING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815 -9182 Fax (253) 927 -8636 JOB SHEET NO 1' OF CALCULATED BY DATE CHECKED BY DATE SCALE r1'.�.... /R.ea✓...._��•2 e.. !s_F....._L) V- ... 323 to .:. -2.175 4 .1‘4./6 - . ! / kl .... .... Ste ex+e cq —. .,, 0 ...... . G a v l s r i r r , . . . . c f z c . , . . . . . . 1 . 1 / . x . . . - , . . . . . s / ? 2 4 3q ......... ,T.fr1,= ( L. y(a 4 )( )-=: s)Zak 1/_ � f)'')(2 44) . 4 64000) = 1 ySOxL/�2) s Yoram! ?.s RECEIVED: CITY OF TUWIII -P` APR 1 g. 200.11 PERMIT CENTER - ... 5:h-ev 3'7310/4 Yr+ 7` -- c94 1 / 1 -kg; )2p- e zi-k d... 111,e.fik w . /0 t i e .. f>o 25 ma c! d ‘ q d sr t4_ tt r, PHOOUCT 201.1 (Seigle Sheets) 205.1 (Prided) r= „�—. - ,- .,..,, !�r a,«.om a : �rner:.. F. m,..- a ,.... r, 9.. a,,.,«. w.,..-. ...r. . � 6 J 0O co 0 J �LL WO. 2 Q LL -J = a. W H Z I- Ill at n o 0 I-• • w W' I - u- O • tll z '. 1= _. z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927 -8636 JOB SHEET NO V 1 -I. ti Td? e .= . ?= �c � � , r,(♦ t -e ti-, eiF.... t>444(.45 / /y ti • 14/e. )1 skz -eco - * 311t. .. :to .. X11 2 . . ,. VS'c il9P/9 Sh eog ' t1...w/ t ta L. ' RECEVIED �. C1Tr o TUKWILA APR 1 8 200 PERMIT CENTER 31)1 /4 (C ....... ' -re tcru� /fi 4 u J 0 li &X- 'y vt, - c 2 L.if) i-NOUJ file -e T A , , (�yv)c r- ,Z / z- . v v ent . x 2-11 = � '" VSc 413 MOW 2044 tSNe Nets) 205.1 1Pkdedl OF CALCULATED BY DATE CHECKED BY DATE SCALE les c ii' z o o w O 0 CU U • LL N ; o ff'. Z tI L y2-)C,'ey i.) . = 7/a' )I Shur ' : 7,b /4 7', ' err( TU <�!L APR B 2a" PERMIT CENTER PROOUCt 20.1 LUNN SAens1205.11Pbdedl FORSMAN ENGINEIRING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815 -9182 Fax (253) 927 -8636 JOB SHEET NO ' ZI_ OF CALCULATED BY DATE CHECKED BY DATE SCALE OVIt z II PRODUCT 204.1(Sopa SWeeli) 205.1 (Padded) FORSMAN ENGINEERING 35929 23rd Place South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 927-8636 ) 5 4✓ Ftvt `Pzcs n ?...._- / A eP 4 / TZ &r( JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE w�. .L/6TI 5)zfrl, • - 1 q Z /C1 . x ?j`��Z 3 ? . crty RECEIVED OF TUK ILA (I 5} - L-eal f IBS" 'w✓ 2 3 OF �� N14)417 2- ..(I. 7/ /J L _/ ss i APR 1 8 2000 PERMIT CENTER �vaV 'CSC , 3 4 ,k ✓ J ttC ( ✓`.. . . / V 4/ -mod , z LL1 , o O . coo CO W W =. III O g a 1 rn � = a. 1-= Z I- 0' Z LU Do ,o CO, 0 1- = U 9-- '6 WZ o 1 z NO VMNOY�A :tNMYnnM*Y� +:r�.�+M.�wr.w• JOB FORSMAN ENGINEtItING SHEET NO ZY l/ a / OF V 35929 23rd Place South r FEDERAL WAY, WASHINGTON 98003 CALCULATED BY DATE (253) 815-9182 Fax (253) 927-8636 CHECKED BY DATE • PRODUCT 204.1 IS r Sheets) 205.1 (Pkdea■ Gra SCALE 2-1•x I sh -e.of =: ... 7:11a-s- cL..70� ( �..... iocie Lice d ,t Z)•C I ), 9 H J)Z ... -e cf • r ( ..Qt1 d 2 - / / 9 - z . - �} - ! Z.- - APR 1 200 PERMIT CENTER -Use f xt4 ( 74.E -,fie .c►,� e..y�e l I d - e 2 f - ww ` Q �; J U . L.) O N D CO J � LL w o. �Q a ' w Zo w w U O N 0 I- I uj r • Z : U N i- o z May 24, 2000 Christine Tingley E.R. Properties Inc 12817 —37th Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D2000 -110 E.R. Properties 12222 — 46th Avenue S Dear Ms. Tingley: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department and Public Works Department have no comments at this time. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Liettathida- Brenda Holt Permit Coordinator encl xc: File No. D2000 -110 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f a May 9, 2000 Ms. Christine Tingley 12817 37 Avenue South Tukwila, WA. 98168 Dear Ms. Tingley: SUBIECT: CORRECTION LETTER #1 Development Permit Application Number D2000 -110 ER Properties, Inc. 12222 46 Avenue South This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Division. At this time the Fire Department has no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Tammy Beck Permit Technician Enclosures File: D2000 -0110 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 z ~ w • 6 U 0 0: U U. WI • • CO H W g Q D: H w '. 1— O z ILIj U� • O — 0 E—, w w` .. z' p ACTIVITY NUMBER: D2000 - 110 PROJECT NAME: ER PROPERTIES SITE ADDRESS: 122xx 46 AV S DATE: 4 -18 -2000 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Complete Please Route 7 . 1e 1 reveler n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP b ic. Wor s u��WTI) Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: n Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved rggaum.ax srn ��, ��IdPQ�aY'! F !Nksy«vier"T'n'�L"7`n"'�'.3L• =' t¢s'�.�..... Approved with Conditions REVIEWER'S INITIALS: Planning Division tnitd 4. Permit Coordinator Not Applicable n No further Review Required DUE DATE: 4-20-2000 DATE: DUE DATE 5 -18 -2000 Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n DATE: -at4 z w QQ 2 i 0 00 CO 0 CO -I 1- W w w 2 � j D. a � z Z° w U O N o ff w O •Z 1 O ~ Z DEPARTMENTS: Building Division Pu I ;k WQ s 6 _ , C 0 I v TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 Structural esio tom PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -110 PROJECT NAME: ER PROPERTIES SITE ADDRESS: 12222 46 AVE S DATE: 5 -17 -2000 SUITE # Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Structural Review Required n Comments: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: n Plan g Division Permit Coordinator or DUE DATE: 5- 18-2000 Not Applicable No further Review Required n DATE: DUE DATE: 6 -15 -2000 Not Approved (attach comments) DUE DATE Not Approved (attach comments) DATE: P ACTIVITY NUMBER: D2000 -110 PROJECT NAME: E R PROPERTIES INC SITE ADDRESS: 12222 46 AV S DATE: 5 -31 -2000 Original Plan Submittal Response to Incomplete. Letter # XX Response to Correction Letter # 2 Revision # After Permit Is. Issued DEPARTMENTS: Building Division Public Works Complete Please Route PERMIT CUukkO COPY PLAN REVIEW /ROUTING SLIP n U TUES /THURS ROUTING: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions anaauI[.DOC stn - .��o�1+xx�+,ns•• Went+ er�m. e�xH> n.. �a.. a-:. n..,�v...,- e.,....�,...- ...., -. _ . CORRECTION DETERMINATION: Approved Approved with Conditions n n n REVIEWER'S INITIALS: PlanniDivision G - I Permit Coordinator DUE DATE: 6-1 -2000 Not Applicable No further Review Required s. DATE: DUE DATE 6 -29 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S-)n-0 Plan Check/Permit Number: D2000410 O Response to Incomplete Letter # • Response to Correction Letter # 1 [] Revision # after Permit is Issued Project Name: ER PROPERTIES, INC. Project Address: 12222 46 AVENUE SOUTH Summary of Revision: LA 41 6 Flooc( Z- i Contact Person: Phone Number: 20 to 83S - o Li 03 S r I`ve av-, >c"'-$4-> ( + L Kii.o — -�f-11z1.1 s,o l�b.a Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision S 6 2 S is 3 Received at the City of Tukwila Permit Center by: 11 R414'n Entered in Sierra on S 17 00 RECEIVED CITY OF TI IKWILA MAY 1 7 7000 PERMIT CENTER 05/09/00 z ▪ z 00 co o w = J CO W w O Q : u. = d: z� U.1 uj O U O 22 0 I- = w H U' w F- —O z ' i I 0 z 01/17/1995 17:51 7632594 ER PROPERTIES INC City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the ntail, fax, etc. Date: V O' 930 00 Plan Check/Permit Number: D2000- 110 0 Response to Incomplete Letter # El Response to Correction Letter # 2 0 Revision # after Permit is Issued RECEIVED CITY OF TUKWILA 3 1 20011 PERMIT CENTER Project Name: E.R. PROPERTIES INC Project Address: 12222 — 46 Avenue S Contact Person: Christine Tingley Phone Number: Summary of Revision: I k=e14104D flf-tIckiket FfioCtlEt4. 1,1.1Tto 1 slOt `{ fl RAD tAkNE0 R 11.1-cc, 4�f Sheet Number(s): AI.° A- A))-0, 40 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: a {'Entered in Sierra on 5-3 I- DO PAGE 02 05/24/00 91' AIMIMATWAtWeel (To be completed for all ne%. 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 atter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name i 1 Ch R (s i'1 t'- 5 (Last. First. Middle Initial Property Tax I.D. Number pf rlg0 - O l - Property Legal Addres Subdivision Name 1 1 �� C aa 4 D14/ 5ubdiv. #1() k: Lot # V Block # Building Name E t?r o . r- -)-it S (il applicable) Property ' I n S Street Address "t AV City, State, Zip S-e.& tit l V 1 8 Owner's M ilin Q�,, Address O Lr 3 ( I t r c S (If different from TU �i I 0 . ` a G? g k (�( above) w 1 C� Owner's Phone Number ( 2 835 °L10 0 Property Contact Phone Number ( 20(c) 5I t7 7 BO Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District 14 ew I I a. Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes;:e\lo Demolition Permit # Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: •Blingle-family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) CJ 4 -Plex (0.8 RCE per unit) CI 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 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 resubmission of corr ted data for determinati n of a revised capacity charge. Date ( 1(/ 00 Signature of Owner /Representative C.�YL i( 1057 (Rev. 2100) While — King County L2.ako I t Res: 'ential Sewer Use Certific; on Print Name of Owner /Representative For King County use: Account • , Monthly Rate Six Month Due Yellow — Local Sewer Agency Pink — Sewer Customer z • I I ~ w J o 0 co co w J = CO u_ w 0 u_ co � = d 1— w Z � H 0 Z w ON 0 =w I—� u. 0 . w z o I= I 0 ~ Z Cr DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST..# EXP. DATE CCO1 ERPROI *060P6 09/30/2000 EFFECTIVE DATE 10/26/1994 E R PROPERTIES INC PO BOX 88908 TUKWILA WA 98138 RECEIVED CITY OF TUKWILA APR 1 8 2000 PERMIT CENTER 14 W 6 -J U O: N O' NW • NIL; W O; 2 = d: W , Z Wut HO Pia •0 W W =a Z. Ill OA Z GENERAL NOTES CAA.:. 9P,CF. SITE PLAN SO, Oru O.kv un r. 2 i\ 200cri o PROJECT ADDRESS 4v�. s ZONING CLASSIFICATION LOT COVERAGE CALCULATIONS HEIGHT CALCULATIONS LEGAL DESCRIPTION VICINITY MAP (NO SCALE) A OF. CQU.K:.'J FOR: f L? ail. L_C := CA ,. ` [ 47. -PV,MET +hi<1 L G S CITY OF TUKWILA BL'iLDE G DIVISION y 1 / Date l( L -C errn NI. D 2O00,- 1 I0 NO. DATE REVISION CITY OF TUSWRA APPROVED ?ii!1C §'G DrytTaN W stwind RECEIVED CITY OF TUKWILA MA'(I A' O E.R. PROPERTIES P.O. BOX 8t3GiO c TUKWILA, NA. (ISI & °' SITE PLAN PROJECT DATA GENERAL NOTES DATE: JOB NUMBENY: Oki I11 0- I c FiLE Correct Z0 -110 Rol 0 2 20 SS ki ILU� / f :.r PERMIT CENTER PERMIT CENTER Ilr UPPER FLOOR FRAMING W/ FOUNDATION PLAN / 1st FLOOR FRAMING - r L_ E '1 NO. DATE REVISION s twi n d RECEIVED CITY OF TUKWILA PERMIT CENTER E.R. PROPERTIES P.O. BOX 88808 TUKWILA, N.A. X8158 UPPER FLOOR FRAMING W/ FOUNDATION PLAN/ 1st FLOOR FRAMING NOTES DOTE: CITY OF TUKWILA APPROVED . 0 2 2060 AS NO rLO atifl_CfNG DP ON _IOB NUMBER: E!I_E: SHEET NC: A 2.0 PERMIT CENTER AMOS f f MAIN FLOOR PLAN / UPPER FLOOR PLAN IMM L .'i0•CD NO. DATE REVISION w stwinc RECEIVED CITY OF TUKWIIA A r i PGitii PERMIT CENTER E.R. PROPERTI E P.O. BOX ,58 TUKWILA, HA. 0 18138 MAIN FLOOR PLAN / UPPER FLOOR PLAN CITY OF TUKWOA APPROVED JU? Q 2 2000 As AVIV) RECE,VEO CRV OF TUKWILp PERO! CENTER UPPER ROOF FRAMING PLAN NO. DATE REVISION wI stwin d RECEIVED CITY OF TUKWILA y 1 7 2GliD PERMIT CENTER CITY IURWILA APPROVED JON D 2 20DD0 nJ RJ It LUP T IG DT E.R. PROPER CTRO E�k�f� P.O BOX &O r` TUK.WILY, HA. `I& & ;ERA I' ETER UPPER ROOF FRAMING PLAN DATE JOE NUMBER FILE: SHEET NO: AGf NORTH ELEVATION SOUTH ELEVATION ELEVATION WEST ELEVATION rjor EAST ELEVATION 1 ------ • a 111•11111•■ 1=11•1111111:• z- • 'In- NO. DATE REVISION ELEVATIONS CiTY OF TUKWRA APPROVED JUN 0 2 2050 As NfilEij 1 s twin d .4E0Trw.A PERMIT CENTER Deszgr, 295'36 PL :01 KEtir T 5 16 E.R. PROPERTIES F.O. BOX 88 TUKN1LA, A. c1E5158 a DATE: JOB NUMBER: FILE: SHEET NO A5.0 PERMIT ENTER BUILDING SECTION e BUILDING SECTION D2600 •F,;' i )cg- �4 f%T,IS24 (M NO. DATE REVISION S t n C RECEIVED CRY OF TUKWILA PERMIT CENTEP P.O. Bo>< q ,`, TUKWILA, V4 /v. 3E) BUILDING SECTIONS DATE: CITY OF TUK'NILA APPROVED IUD! 0 2 2Ou6 ru ;tu JOB NLJ EER: SHEET NO: A6.0 vt ti RECENE� Clll' pF TLh�NtA CENTER , 4 TOP - MN - EXTEND HE OVER WALL --- --•- 4X STUDS W/ (2' ROWS NAILING dORZOr4L OIAPHRAGM BL. JO PER PLAN NALEDW/ 16d 2 0.2. STAGGERED -' SHEATH & NAIUNC PER SHEPWLL SCHEGUL ,. SHELT SOl. SHEATH AND NA2JNC PER SHEARWALL SCHEDULE, SHEET SQl - 'RRLINC PER 2HEARWA_ SCHEDULE, SHEET S„' ' R / SHEPRWAL. NPL(NE SEE SCErRLE (Rd 6" C.2. RER.) --- NAT_ SRER-RNR 23 READER AT 3 "v. C. EACH LPRECIR3N '-'-'-- APP. RATER SHEAT}-RR6 ' ‚ 2" CDR. NAIL SHT6 R ' Rd COMMCN EE_5 AT 3" O.C. ALL 1ATES. PEA[RS & 2TuE'S -'--- HP.AR223 EACH END OF RA LL W' (24) 1 NAILS 'NT' , 4X 2233 --- 3) 23 P3RTES, 231 522272122 TO 2223 ' -1 <" SHPARWALLSIPE3LJE. SHEET 521. ,-- (3( 122 & DIAPHRAGM .--- 2x 5035 BLK'2 SHEARWALL 'R 0.3. '-.- TSR 22323 SASJRE 223 l23.\L S-EA.P7'/L. (RAPALLEL TQ F / 3/4" = i" - - SOLE PLATE 521105 232 . '. SHEARWALL SOREDL'.E. SHEET SD FLOOR SHERORISI 2 EDGE NA!LCNG 232 . SHEARWALL SCHEDULE. SHEET '55' .-. TOP PLATE NASJNG 2 x JOISTS PER 2322 ," . 22 R SHEARWALL 200 3022, UNDER WALL . . SCHEDULE ,- .. 2 2 2325 22 42 J.C. J/F/CAL SH...T/ALL '520 'C O3 F32 220350 PER An - (2) 1 0d © 8" 0.3. ,.-- S0iPS'SN 03 CLIP 02 22. 22050 02 RAFTER (3 00222 AT INSIDE 02 OUPS03E 23 23023) : 222205 ROLDOWN PER 2342 222 SHEARWALL NOTES 03 503 0) 2230 W 04 T3002JLS 6 C.C. "0 TOP PLATE 8L2'G 2,'102 20. 0102, • 2005ERED - -' ' ‚522.1110 SEE 23220030 ... PER 2322 _23 k21\ ,2 2 3/4" 1 '-0 .-'-- (2) # TYPJC/.,L /1HEt\F /223232 10 FLP.. 3'4' =' S0322LATE NAILING 223 SHEARWALL SCHEDULE, SHEET SD I NTO TOP 2 202302 13( S OLID ; Ed NAILED / " 0 23002 30150 2 20212. 022222011 --. 22 NAILER W,' '22. 22. 01DE 222211 123 22222431 . 0223 , PROJECT! RLENA(2F( .w; `d .2302 AT 1 .' 10 rsoALE, .03.1/...' SEE ARCHFIECTS DRAWINGS 202 BALANCE 00 2EC1102 .1 E. 203. ..'.."-' # © 10" O.C. '-- (2) # SHEATHING 2 NAIUNO 202 SHEARWALL SCHE200E, SHEET SD1. - 0023 22020 2AILING PER ., SHEPRWALI. SCI-1EDULE, SHEET SDI. SD2' - - METAL 00032? (6) i68 WR23PE2 AROUND BLF:i� 02 212 30103 16d 6 0.0. 2, 2o 2220 OR 303 . M AX ' SEE 2004 202 30101/82. .-:-( 2200 © 221AL 00822 . LOCATION (8) B 22225 1t21CSOL5 83<0 2 TOP P22002 ..' 2o6 SOLID 8LK'0 2-- SHEATHING 2 23823122 PER ' SHEARWALL SCRE2ULE, SHEEI SDI: 23HE/V F- H UOF uSSSj PV �iJ7t . . . 3/4" 1 -0" , SHE,APA'A/L OFFSET .-. 26 8220 2022 ONLY AT .. G.W.B. HORIZ. DIAPHRAGM 1 (SPACED 2200 8002) 222 0270 08 280.122 / 1 . . ... (3) 1 6< 00 SOLID S1212201. 2352 0 303 0.C.' Pi. .... 8220, 20. END. 122. '.- PREFABRICATED TRUSSES 02 2 00F RAFTERS PER P38'5 SHEARWALL SIMPSON 82011022. FOR 2002002 !EE ' ..-. (2) 152 2 0.0. P222 WHERE RE0'0. zm N � v 1 �� '4 22? 20202208108 0122208186 CVER 818 30125 02 0111. SIMPSOU 2352 8200KP11; 1<2121110 2o10 80200 - 2/(2) 1E<<0.0." 300308 02020 3*' TRUSS (28 CE1LR<0 30010) 2._. 32 920220:50 ' 48 0.0., 322.ESS 2:120: 02320891520 02 . SCHEDULE 2 ' 0010 8.2220. * 2022 PANE IS W1fli <p0332 ..00s 2 301.: 4'_0. 3020 02202'003 CVER 202 .03OST. =11" TY/. HOL/--'DC'.'N E .. :: 2000 22005 230 P. 5/8"o4' 0.2.8. 2/ 62 000223 22120 9 7" 0.0 PERIMETER NAILING. 9 .... .... SHEATHING 2 , :o:L:N0 CEILING DIAPHRAGM ; SHEARWALL 502511332. SHALL 820 2,8 02 2x10 < 00' 2020 INSTALLED FLA 0023 THE TOP ,PLATE . "0 22001020. 0 03 0202210 . SURFACE 020 ,0.W.8. : , 1200 ,T0 ALL MEMBERS , . 9 CEILING BOUNOHIES . 00 LEHST 3/03 2808 . 01100 AND 200223 020 RLPP < ROC ruSE 34= ,. ' SOLE PLATE /JAILING PER -4 - 11 SHEARWALL RCHEDULE. ...' 02021 021. 522223:11 o 201382 PER . 562301803 ECHEDULE. '., , . -- -FLOOR SHEATH NO & .2022 23 : --- '- EDGE 00131112 PER 2023 2 0 ' 5 0 (,`' : ' . .. SHEARWALL 00220230, 20 S S SP L' :11. 3 ..- '.2 ..0' 0025 23... H_CO20 P020233202 00 232 SHEATHING 220 FRAJUNG PER SCHEDULE 5/8 254. ANCHGR 90200 0 401 O.C. UNLESS 900208 02 SHE8RWALL SCHEDULE 2318200 7' -- HLOCKIUG 22220 PER SCHEDULE .L.. T TiCA' / - 23 / HEAP<E03L 03 213032 23 5<222:'..'313RL.11022 101,ROAo 0321001.0,, 23 ..(2 - L 2' S'2 '5 '‚ '11SWALL 011-23.3. .; 11: 'so-i:L 32232 (020 20 SCHEDULE) 3/4" =. 1 '-23 1: 2 30020 PER 03. .1. : .. HL ,. :K1:o 19 .22 3.'0. 111' . 1 313 -0" .- SOLE PLATE NAILING «- . PER SCHEDULE .- FLOOR 30100 PER P282 .-.. ' (2) 4 .-... # 16" O.C. #. 19 10" D.C. 00 (0) " 5 MIL '/8202 80<222 (3) ' Go I NTO 2:ApRpooM 2 83<0 ..30 • :.: 23'T' 1:033:110 '552 005.0<0022 30HEDL ..E, 031020 001 -20<1.. OOP20002 -. 2.00< JOIST '1' 034 0 32 0.6 00., '122 520 203.00 F'HflCPS ... s : SHEA" .0' 00 2 501000 PER SHEARWALL OOHE203E. SHEATHING 2 0<1320 PER SHEARWALL SCHEDULE. SHEET SDI.'--....._ 228:023002 DIAPHRAGM 0<3. .J003T PER "3011 N/OLED 0/ lOd '19 103 0,0. 06000ERE0 - HL.C:CFS : < HLKC• 2' SOLE PLATE NAILING PER SHEARWALL S0REDULE, SHEET 521. (3) 104 19 30102 . & DIAPHRAGM . ‚.- 22 OCLIO 8220 19 SHEARWALL 3 = : /. T r / , 320 ...EEi J _ 1. . MP: t! 803' 208020 803 wG T E . - 1 _(: -- SHEARWALL 02501200 000 5021110 PER 20330 5 - '0" .-.. SHEATHING 020 1101320 P23 SHE8PWALL 001-OTDULE. .3 00523002.. 0OPEDOLE. SHEET 00' - 2 < 301000 ?ER P3011 3I1' OF TLEY!LA kFPRObED iI( 2 2(1/0 03 R .-- RAMSET 1500 00 (1 -:'4' P5110320000 INTO 0308) SPACE 19 8 O.C. 123. .. . . . ... 1 ' RECEIVED 0852 OPTU<PMLA P9RMITCENT88 0 ' R:v 32:56 = VE STRUCTURAL NOTES: GENERAL CODE: all materials, methods, and workmanship shall conform to the Uniform Building Code, 1997 edition (UBC). SOILS REPORT: FOUNDATION SOIL: assumed soil properties shall be confirmed prior to construction. APPROVALS: 'Approved' materials or methods shall be approved in writing by the engineer of record, prior to ordering, fabrication, and/ or proceeding with specified 'work. lJ S HM(1 iALS (Shop Drawings, Certifications, Test Pepe ,s al uiatiors) the contractor shall submit to the engineer of record for r,iiew r to fabrication, for the following items: structural steel. meal plate wood trusses INSPECTION AND TESTING: an independent qualified testing iabarctory, employed by the owner, shall perform inspection a :-,d testing accordance with UBC Section 1 for the fol!awieg items: compaction: moisture come t: 2 daily, ASTM 2-2216. field density: 2 daily, ASTM -D -1556. gravel borrow and structural fill. gradation: 1 ecce material. type, ASTM 2 -1140 and ASTM 2 -546. sand equivalent: 1 each material type, ASTM 2 -2419. ..._._._.e density relationship: 1 each material type, ASTM D-1557. Concrete_ compressive strength when cver 2520 psi: four compressive strength specimens shall be made for each 100 cubic yards, ue each day concrete is poured, whichever is greater. Test one specimen c days, one at 14 days and two at 28 days. The sampies for strength test shall be taken in accordance with ASTM C- 172. Specimens shall be moulded and cured in accordance with ASTM C -31, and tested in accordance with ASSTI,/ C -39 for compressive strength. The inspeetien agency shay2 submit inspection and test reports to the owner and the .engineer of record. SITEW'ORK.. FOUNDATION : footings shall bear on firm undisturbed e arts cr compacted st uctural fill. EXCAVATION: excavate and dispose of ton, organic material, loose native material, and other deleterious materini within 5 feet of the building area. STRUCTURAL FiLL: grave! borrow, or approved well graded bankrun grave! (maximum rock site 4 ", no frozen soil, organic materiel, or other deleterious moteriai), or lean concrete (E c: = 2000 psi/. grave: sno :i be placed in 16 inch maximum lifts and composted to 9574 relative ' density per ASTM 2-- 1 1557. ROCKERY ROCK: AS rocks shall be hard and free of seams, cre,s and holes, with a minimum: density of 155 pounds per cubic foot. Rocks .shall be generally rectangular in shape and individually placed for • good fit. Rocks shall bear on flat faces of at !east two other rocks, Wherever possible. Rocks shall be placed to prevent continuous joint planes vertica l!y or horizontally. Horizontal joint planes shali slope away from .the wall face. Use "rive Man Rock (48" to 54" maximum dimension, 4,000 lb to 6,000 Ib.: • FILTER FABRIC: AMOCO 4545 or Exxon '05 CAST -IN -PLACE CONCRETE Concrete: mix, deliver, and place in accordance with ASTM C -94, .ACI 304, ACI 305, ACI 306, and ACI 318. No aluminum (conduit, or other miscellaneous items) shall be embedded in co :eerete. FOOTINGS 4 FOUNDATION WALLS: f'c = 2500 psi 0 28 days Type I or Type it Portland Cement, 5 -1 0.51 Max. Water/ Cement Patio 1-1/2 inch Mcx. Aggregate Size 3 -5 Entrained Air SLAB ON GRADE: f'c = 2500 psi R 28 days Type I or Type I; Portland Cement, 6 Sack ,,.tin 0.45 Max. Water/Cement Ratio 1 inch Max. Aggregate Size 4 -6 e Entrained Air MARINE I- RETE :c = 4000 psi 4 28 days Type: Portland Cement, 6 Sack Min r LL5 Max Water, Cernen: Ratio inch Mos, Aggregate Si, t - -C- % Entrained Air Maximum Plater 541461e Chicride PLOG'R TOPPING: Cc = 1250 psi N 28 days LEAP: CONCRETE: f'o = 2,050 psi CW 25 dia ✓s. inoNTR DE :' S f 'c .- 300 psi 0 2.8 de e, 7.'8 inch Max. Aggregate Size WATER: Clean and ootaoie. AGGREGATES: ASTM -33. Sacl. Min RE :FORCING: Deformed bar ASTI, A-615, Grade 42 EC":; welted wire fobs. 45 4 -185, Crade RE:l02 MEC31A.N1CAL SPLICE: ERICO QUICK WEDGE or approved alternate 4'terne e shnl' be IC80 approve:: to develop 12521 of specified yield tension for the grade of reinforcing specified. install accordance with r. instructions. ADMIXTURES: Conform to ASTM C -262 or AS08 0 -494 as applicable. Calcium chloride shall not he added 1, the concrete mix. FINISHING: As noted, in accordance with AC'. -- 307 CURING: Protect all freshly placed concrete from premature drying and excessive hot or cold temperature, `er seven cloys after pouring. JOINT SEJ;LER: Poured two part polyurethane reei!ient sealant NONSHRiNK GROUT' Master Builders Set Grout. .,.stall s accordance with the mcriufacturer instructions. BONDED ANCHORS: HiLTi HEW adhesive cartridge; HILTI HET C -100 adhesive; Simpson Epoxy -Tie; ITW Ramset /Red Head EPCON Ceramic 6; or Penmagi!e Bond -1 Gel. install in accordance with manufacturers instructions. Embed to minimum depth recommended by manufacturer tut not less than: i /2" dia -- Embed 3" Min 5/8" dia -- Embed 4" Min 3/4" dia -- Embed 5" Min EXPANSION ANCHORS: HIL0 KW BOLT; or NW Ramset / Red Head Trubolt Wedge or Dynabolt Sleeve. install in accordance with manufacturer's instructions. Embed to minimum depth recommended by manufacturer but not less than: max. %2" die --- Embed 3" Mir. 5'8" d :c - Embed 4" Min 3,'4" die - - Embed 5" Min. ' IASC'NRY BRICK VENEER: 9rick 45TH C-216, install 22 Ga. x 1" ga vanized 5e every 2.2 square feet with #9 wire continuous in horizontal mortar joint at ties. INSPECTION: Special inspection. pier ,.BC Sections 1701 and 2105 is not required '4" nil masonry. CMU W.eL :_5: I'm = 1350 psi . "OC psi fully grouted). 85006 ASTM 0 -9C, Grade 5 -1 ;Type S-1 (interior exposure only)] 50/50, t c = 1000 psi 23 days, linear shrinkage 0.045 to 0.065% M3RTAR: ASTM - -2'0, Type 0, re = 1800 psi 4 28 days. GROU T: ASTM C-476, f'c = 2000 psi 4 28 days. REINFORC' :,G FOR MA.SONR'Y: BAR, ASTI,1 A- 615, Grade 40; wire joint re ir.. forcing, UBC Standard 21-15, ASTM A -82 Wire, Galvanized, use prefabricates corners and tees. STRUCTURAL STEE'',. GENERAL: All fabrication ono erection shall conform to the ASC Steel Construc 4", Manua, 9th Edition., and the AISI Specification for the D esign. of Celd- formed Members, 1986 Edition & 1989. Addendum. HOT ROLLED SHAPES AND PLATE: ASTM A -S6, Fy = 36 ksi. STRUCTURAL- PIPE: ASTM 4 -53 GRADE 6, Fy = 35 ksi. STEE4 PIPE PIES: AST;, A - 272 GRADE 2, Fy = 35 ksi. T RJCTURA,. TUBING: ASTA A -500 GRADE B, Fy - 46 ksi. LIGHT GAGE STAGS AND JOISTS: ASTM A-446. provide all accessories cuc,ng but not .Im'ted to: tracks, clips, web stiffeners, anchors, fastening devices, resilient clips, and other accessories required for compete and proper installation as recommended by toe manufacturer of the members. Use USG or KNORR os indicted or approved alternate w ith equal ;,r greater load bapacity. All studs joists and accessories shall be produced by d single manufacturer except as noted on the drawings or as opprcved by the engineer of record. Products shali be prover by tes'ling as demostrated either by ICBC and NRB acceptance or through a test program confarrninc to i:9C STANDARD 25.1737. WELDING: G,nfoem to AWS C1.1. All we;din9 shall be by WA.BO ;ertified welders. E70XS' electrodes. ..,:.:.PEN Rr PRAM;NG '_UMBEN: Provide 545, 5 -Dry. Aii :umber in contact with concrete or maser'- , 578:` be pressure preservative treated. Nail in conformance with UBC Table 23- II -P -1 or as indicated on the drawings. PLATE Hera -Fir No. 2 Ft = 500 psi, Fc brag Doodles Fir No. 2 572 psi, Fc brag = 825 psi 50'405: Item -Fir No. 'Be = 850 psi, Fc/,' - 1.220 psi, E = 1,300 ksi Jouc os Fir No. ::9 e 875 psi, Fa%,' = 1,300 psi, E = 1,600 ksi JOISTS: Hem -Fir No. _ FBI = 850 psi, Fv = 75 psi, E = 1,300 ksi Deudlos Fir No. 2 51'0' _. 875 psi, Fe = 95 psi, 5 =. 1.600 ksi BEAMS: Douglas Fir fie. 2 - -; FBI = 85C psi, Fe 95 psi, c = 1,600 Esi 4x -• -: FBI = 200 psi, F: 95 psi, E = 1,700 ks 6x - -: FRi = 1,350 psi, Fe = 85 psi, E = 1,600 ksi POSTS Douglas Fir No. 1 = 1,450 p s i , E = 1 ,70C ksi 6 - Foe' = 1,000 psi, E = 1,600 ksi DECKING: Hem. -Fir Commercia Dex FBA = 1,400 psi, Fbr = 1,600 psi, E - 1,400 ksi. 4r9.• FBI = ,400 psi, F6- - 1,600 psi, E = 1,400 ksi Fbr = 1,350 psi, E = 1,400 ksi `i 4Vylas r No 2 f' L . Hem -Fir No. 2 ;- FBI = 850 psi, E = 1.300 ksi G-G-LAMINATED TIMBER: Shall conform to AITC 117 -84 and ANSI 901.' 414, Appearance Grade in conformance with Ai1C 110 -84 (except es _oteo on the drawings). Handle, store and erect in '4ixorcan. :c with AITC 11 1 - -79. BEAMS: :,ITC Combination 24f -54 for single spans and 241 -V8 fo ..4,41:Nuaus multiple spans; manufacturer's standard camber COLLP.51'0, A:`C Combination .3 Grade L20. LAMINATED VENEER LUMBER (L.'L): Trus Joist MacMillan MICRO =LAM es indicated .n drawing or approved ,'tomato. Products shall be proven by ._stint ee demonstrated eitn"r .:y ICBO or NER acceptance. ..Minimum e _'owable design stresses st ci: be as follows: : .BE '`'r MICRO =LAM LVi_ FB! _ 2,600 psi, Fv = 285 psi 2,460 psi, Fc brag = 750 psi, E = 1,800 ksi. PARALLE_ :STRAND _UMBER (PSL): l rus Joist MacMillan Parallam as indicated cn the drawings or approved alternate. Products shall be proven by testing as demonstrated either by ICBO or NER acceptance. l,linimum dick/able design stresses shall be as follows: 2.0E DF pApAl LAM FSL FBI = 2,900 psi. Fv = 290 psi Fc,%/ - 2,900 psi, i-.. .gay - 750 psi, E = 2,000 ksi. 2.'F 14 PARALLAM Pf;L F131 = 3,102 psi, Fy = 290 psi F,:;',' • 2,900 psi, F' brag = 750 psi, E = 2,100 ksi. STRUCTURAL WOOD PANELS: APA rated sheathing as noted. install panels with the long dimension across supports, and continuous across two or more. spans. Space panels 1/8" at joint. PLYWOOD WEB JOISTS: Trus Joist MacMillan as indicated on drawings or approved alternate. The plywood web joists shall be factory manufactured with APA structural plywood, machine stress rated or MICRO =LAM lumber flanges, and waterproof glues. Joist manufactuer shall provide drawings showing all critical dimensions for determining fit and placement in the building, temporary and permanent bracing and bridging. materials used, and load capacity or design. load. Drawings shall be stamped by a structural engineer licensed in the State a ` Washington. Products shall be proven by testing as demostrated ei'.ner by ICB0 and f'RB acceptance. METAL PLATE WOOD TRUSSES: Trusses shall be designed and factory manufactured in confortr..ance with TPI -85. Metal plate connectors shall be ICBO approved. Top chords shall be douglas -fir larch. Design trusses for the following minimum loading: top chord live load 25 psf top chord dead load 10 psf bottom chord dead load 10 psf total load 45 psf Truss manufacturer shall provide drawings and calculations, including placing plans and stress diagrams, for review by the engineer, p :c fabrication Provide for shapes, hips and volleys. bearing points, bearing stress. girder truss connections, mechanical and other spec isi loads, temporary and permanent lateral bracing, and erection. Girder trusses snail be located as shown on the pions, other speciai framing for hips, valleys, etc. Shall be determined by the manufacturer. Submitted documents shall be stamped, signed, and dated by a sfuctura engineer licensed in the State of Washington. FASTE!1ERS :Nails and Spikes: Common, except as noted on the drawings. _cg Screws: ANSI 818.2.1. Bolts, ;Juts and Washers: ASTM 4 -307 GRADE A or 6, ANSI 818.2.1: .ASTM A- -563 GRATE 4, ANSI 818.2.2; ASTM F -844. Framing Anchors: Simpson as noted or approved alternate with 0445i or greater load capacity. Products shall be proven by testing as demostrated either by ICBC and NPB acceptance. I PRESSURE PRESER \'ATVE', TREATMENT: all treated !umber shall b marked with the AWPB auofity mark. Handle and repair field cuts or penetrations in accordance with AWPA 8 -4. After treatment dry to a maximum moisture cbnfert of 19 %. LUMBER (DO'JGLAS FIR - LARCH): TREATMENT, AWPA 02 PRESERVATIVE: AWPA P -S, ACZA RFTE;1T ;ON: 0.25 = -40 ground contact or `rash water,; ebem-- 4 _r cubic foot QUALITY MARK: AWPB LP -2 00 LP -22 ',ground contact, LUMBER (HEM -F!Rj: TREATMENT: AWPA C PRESERVATIVE: AWPA P-5, :OA RETENTION: 3.25 [3.40 ground contact cr fres-. .later, pdnnds pe- cubic foot QUA-i°' MARK: AWPB LP -2 OR OP -22 [ground , PLYWOOD: TREATMENT: AWPA C9 PRESERVATIVE: AWPA P - -5, CCA CR ACZA RETENTION: 0.25 [0.40 ground contact `resr water) pour per cubic foot O'.5AI_i`Y MAR,.: AWPB LP -2 OR LP -22 ,ground aorta,'_ GLU- LAMiNATEO TiMBERS: TREATMENT: AWPA C28 405 psi PRESERVATIVE: AWPA P -8, Pentachlorophenoi RETENTION: 2.40 '0,50 Ground Contact; pounds per cubic. f_c QUALITY MARK: Shear t 'Wail Nail P1 -4 10d ` 4 12" 4� Yes 155 0 ® 24" O.C. 2x P1 -3 ?Dd 3 :LT 3 Yes 5 0 ® 24" O.C. 3x P1 103 2" 12 2 Yes +5, 0 0 24" O.C. P2 -6 106i , 6" 2' 6" Yes 5/ "0 ® 24 3x P2 -4 10d 4 2 4 Yes b ® 2 4" 2.C. C4 3s 3 16d 52-3 10d; 3 3' Yes 5-' 0 ® 2C' 3x (4 16d 2" Yes „Si 0 ® 18 0.C. 3x (4� 164 Sear :ra.- "2ct__- - Gyps,- waitbocrd one side. Gypsu^.r wcTooard two sides. ", 2" Piy -wood or A.P.A. rated sheathing one side P2 - " P',^wcad or SPA, rated sheathing two sides. 2.. For r 3 . ,a use 3x studs. s e acre -anon u noted ctherwise. Where _./,arid Is . s des or wail, joints ..hall Cal' on separate studs each sae .. 4: pond edges esekec •" "th 2 -inch nominal or wider framing uniess noted otherwise far o•swaad ar -i _ rated sreoth. gypsum seecr wails ehail instoi1ec with the ,aches - eerter ir supports. 1. 6. 3/pc- enter. ^c . :e_s nr,t ..,., 15, 32' :a _.: i ,t_n..-- ° gycsurr, wail booed. 1ici'; with caceee ecils a. pr ;ia: with 6d cco!er r.a is r r :.0 a:. st - pins n 0 p ,tea • 'I..,,:. a`"s " d "rr 72" '';r ur:'ess Ltnerwise e . • n eedc pips be _ brand or aye , _rdr.re r_ s :u nto _. & :roc sr- a•+ing P o , . . . .eat!' g r o t , : :sup aces. c r c j - p :vh F 7 c _.. , s 7g ..one: egg__ . J :a g ,na. _ HeicIewre erbcal to str,ps .._ w.. . Na rov:de norizontar straps where snewr. oe ;. ors. H reontatt_ strap. Use Slmpscn MS c ... 2_ - g -2c, Min. 1 Plate Hem Fir Doug -'0' "2. Plate #2 i # Sipe Nailin + t. ` Ft. 2x. 16d W 16 O.C. 100 100 2x 16d W 12" O.C. T 125 I 125 Top/Bottom I Blocking Plate I Designation Fuse • Edges ield Plate jReguired Anchors 4: -7 6d : 7 7 7 No 5 8 0 0 48 O.C. . -4 old 4 4" 4' No 5, 8 0 0 48" O.C. G1 -46 Ed 4T 4""' 4" y Yes 5'8 ° 0 ® 48 C.C. 2x 16d ® t U.C. i5C' 1 50 t 6d ® g D.C. 16d 0 6" O.C. 164 0 5' O.C. 2_ 16d 0 10 16d 16d 16d 16d W 59 O.0 cted a; e e: ends e echiam: 440rd s... ' panels :th.r r rizonthey r pally r2. sheet rerring roezonthey. S,e a 'e, BL al ec ages. 0103 Of ILillfb'11 RECEIVED CITY OF TUKWILA PERMIT CENTER _?ERMIl CENTER ", Sel