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HomeMy WebLinkAboutPermit D02-214 - SINGH RESIDENCE - NEW SINGLE FAMILY RESIDENCED02 -214 SINGH RESIDENCE 14639 46 Ave. So. "OA. kr ".T i (4, ) Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . 1 x DEVELOPMENT PERMIT . Z Parcel No 0040000758 Permi Number: D02 -21 W re 2 Address: 14639 46 AV S TUKW Issue Date: 08/21/2002 QQ Suite No: Permit Expires On: 02/17/2003 U Tenant: W = ■ Name: SINGH RESIDENCE -J F, Address: 14639 46 AV S, TUKWILA, WA u- 1 2 i Owner: : -cr , . . . � } + t�� City of Tukwila 1908 . Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • Z Permit Center Authorized Signature: c/er.. /2.e.--teer,f Date: 7-/-02_ , 1 Z �w 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 6 = ordinances governing this work will be complied with, whether specified herein or not. U O No The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws ' u) w . regulating construction or the performance of work. I am authorized to sign and obtain this development permit. -I H • ( QA Signature: . - e W Date: b 1- O I IL Print Name: S (A K .V)' a f:pkik IL C7(i‘ t: k u- a co = a I— 11 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is z = suspended or abandoned for a period of 180 days from the last inspection. H O z t- ill Q . U • O N , :a E- . ww UJ • H = ' , O~ z • i j it L " • f a r LtiT , :i'i'i yL : . ,.,,,,,,. :41 ,,,'",;:3\m„ :.t.w� 4 ria,,,,Lm ; doc: Devperm D02 -214 Printed: 08 -21- 2002'; '�' ° {} • • r i . _ - . , ,. • ,c, -- t 'a V . � Cit of Tukwila . Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z • =Z • Parcel No.: 0040000758 Permit Number: D02 -214 III CC I Address: 14639 46 AV S TUKW Status: ISSUED 6 U Suite No: Applied Date: 07/23/2002 U O Tenant: SINGH RESIDENCE Issue Date: 08/21/2002 to 0 CO ILI H 1: ** *BUILDING DEPARTMENT * ** u) w o 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 5 that agency, including all gas U piping (296- 4722). N d 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be 1 _ inspected by that agency Z F- (206- 835 - 1111). Z 0 5: All mechanical work shall be under separate permit issued by the City of Tukwila. I ill 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These n documents are to be 0 N maintained and available until final inspection approval is granted. p H 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. = W . Documents shall bear the seal and I— 0 signature of a Washington State Professional Engineer. 1 .4-- 0 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification W Z showing the fire performance U rating thereof. r- -± o 1- i 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as Z • amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. \ 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed 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. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code _ and the Washington State ' l �' � �" ' � Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. !.p;Lk sifil 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. °' Ss 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). ' ' ""' 18: ** *PUBLIC WORKS DEPARTMENT * ** 19: 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 �'`' "� a ce. A inspection 3, ',i° i.. ' .1 requests for utility work must also be made 24 hours in advance. `s; 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be - , underground from the point of " " " connection on the pole to the house. t ! doc: Conditions D02 -214 Printed: 08 -21 -2002 't;: --- . :\ .1 �1 tt11U1 �y ^w c ,_ City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 21: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for Z traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector H before 12:00 Noon on � w •4 r , 4 'Plt CITY OF MIXWILA --. OR STAFF USE ONLY 14 >7'", 1 Permit Center Project Number: %i = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 Ilk 1908 f (206) 431 - 3670 Permit Number: :0 0 2- 11 4 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project NamefTenant: GuRD1P S /Ak N Value of Construction: /5- 6204) 0 Site Address: / y / 3 c ? f , £9-. L• C ity St ate /Zip: Ta x Parcel Number: od y� -3 , 1 / h L"� /Ca t�r�A cc� `j8/ Property Owner: Cur / . ,, S 1 _ Q Phone: 24. Z y ti_ /9 o 0 Street Address: iyUyl iit /4 a t,e, £ t-r• City State /Zip: Fax #: 206r. 933 . ? 783 / /d 3R /18. Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: `12)L i' CSIA. clrY4J ; , _ Phone: 609- s 90 2 goo g Street Address: ,s City State /Zip: Fax #: Engineer: -�� q- c�S. Phone: 2S 3 _ ? 3 c / Street Address: City State /Zip: Fax #: 25 3 z 93� -- /3 7.3 Contact Person: p., , `.. � Phone: ~ w Street Address: l4 Cit State /Zi Fa x #: U 0 /yd y/ �/� ` �t ,cA ��A?� 706 - y33 8 - 88 U) 111 C5 Description of work to be done: „ q� c� cAt - -1 _ I W r Type of work: Q New Single- Family Residence ❑ Addition - Single - Family Residence � ❑ Interior Remodel- Single - Family Residence El Residential Accessory Structure* t ❑ Remodel /Addition to Accessory Structure a Garage(s) = 0 t iN Deck(s) - Covered & Uncovered ❑ Residential Reroof I W Z F. Is this site served by: Cia Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) H 0 Z (— Existing Square Footage for Structure: 4s sq. ft. Dwelling 4- sq. ft. Covered Deck(s) W sq. ft. Garage /Carport sq. ft. Accessory Structure(s) cp sq. ft. Uncovered Deck U 0 Proposed New Square Footage: 3 sq. ft. Dwelling 4 sq. ft. Covered Deck(s) a 0 5 al— 5-go sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 2 5t> sq. ft. Uncovered Deck = w Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ?318 /?(9 • ~ H -- O *For an Accessory dwelling, provide the following: iv/4 . di Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U 2 '' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. O Z I - 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) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut 12 cubic yds. 3- Fill /2- cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public RI 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 ,, Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- 1,70_,,,., viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. MIN MOM Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- , r al ire by limitation. The building official may extend the time for action by the applicant for period not exceeding 180 days upon P Y l� 9 Y Y PPl P g Y P written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall i be extended more than once. r i Date application accepted: Date application expires: Application taken by: (initials) i' �. '7 - .23 -0a / 2 3-03 &LS /a PLEASE SIGN BACK OF APPLICATION FORM ir_ all was SFPERMIT.DOC 2/13/97 ; _ - MINI te mi Al .-. ... w a.. uoavuur+ tCl.:d SI CX.• r: �n:.•. Y2�tx1" h" ta( ^��....yf. "i.$5�3"� ^��':'�7�':i �i:>i :'::;�:,:. °."L ". r�.� ...... .. ...... .. - �a.�.,a....�...•. «r..v.il�i,r_ _ •...... _ . . . ALL SINGLE- FAMILY RESIDENTIA ' ERMIT APPLICATIONS MUST BE S ItTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A .. GISTERED ARCHITECT OR PROFE.,SIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ El 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- 4, 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1, Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), Z show proposed and existing power, water and sewer lines, existing storm drainage system, < • downspouts and foundation drains, and where drains tie -in. r 7. Parking plan. re w � 8. Lowest building elevation (if in Flood Control Zone). J v 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. U o co 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co w ar 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the F_ ' shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). co u- I 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. 5 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u- ' H -9). co v ❑ ❑ Foundation plan and details z I ❑ ❑ Floor plan z 0 El Roof plan uJ j ❑ ❑ B uilding elevations (all views) v m co ❑ Building height o - ❑ ❑ Building cross - section w W U Structural framing plans and details necessary to completely describe construction o ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available w z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v F- ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z 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. 1 ❑ ❑ 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 ". * 3,;, Building Owner /Authorized Agent. If the applicant is other than the owner, registered architect/engineer, or contractor licensed ' � i o g Y Washington, property 9 agent permit application by the State of Washin ton, a notarized letter from the roP e owner authorizing the a ent to submit this ermit a lication and : I obtain the permit, will be required as part of this submittal. i ... 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. p � . . , i; - BUILDING OWNER OR AUTHORIZED AGENT: Signature: I Date: / � 2otSL _ WNW I � 7 2 s Print name: - Phone: 2+s OO Fax #: 93,7-87,51 7 -87 tinny-um ' 1 C� !f �t . y y / Address: / (7/6 ,/ C /6 71 C /6 71 aPe So t.L City /State /Zip: 4 _)/LA - i -;vas t I � � SFPERMIT.DOC 2/13/97 rama, 7 1J mI•C'm6+YlMNnk' talk' �' M ftef AY.RW."JkYY <«T k'm .:wi:Mi'rum""' . • ... ..,- - . .. .. ..... ......... ...a . .— . ., .. .. .. +. t - - .!\ ::: "M. op --",,,, ,.-- ,, � , �' f City of Tukwil Y9oe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . . Z. RECEIPT • • Parcel No.: 0040000758 Permit Number: D02 -214 _J U o Address: 14639 46 AV S TUKW Status: APPROVED CO 0 Suite No: Applied Date: 07/23/2002 W = Applicant: S INGH RESIDENCE I ssue Date: 1 N O 2 Receipt No R020001222 Payment Amount: 2,145.85 g :5 Initials: SKS Payment Date: 08/21/2002 12:59 PM = d User ID: 1165 Balance: $0.00 I- _ Z H O Payee: GURDUP SINGH W j 2 :0 co U . TRANSACTION LIST: p - • • Type Method Description = W , • Amount I.., U, u_I_ Payment Check 3101 2,145.85 Z - RD Pmts Re -Dist .00 9 ' U = o 1•- I z . ACCOUNT ITEM LIST: . . Description Account Code Current Pmts i 1 BUILDING - RES 000/322.100 2,091.35 . INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 15.00 PLAN CHECK - NONRES 000/345.830 - 1,359.38 PLAN CHECK - RES 000/345.830 1,359.38 PLAN CHECK - UTILITY 000/345.830 20.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,145.85 I ,; � 1 `tit i� f, ' f,1»,;x , MAO' ; iwilaVii n. \g t 1 .i31 doc: Receipt Printed: 08 -21 -2002 r,;,J t4 ' t, . __( �� ■ • �i g C itof 1 . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188/(206) 431 -3670 -.-ftss 1 - -- -- - - Ir- . . ...,, • • aYy+J� r` PERMIT NO.: 1)0 !,'1 1 1 TENANT NAME: 1 iiI e51 e Ge___ i BUILDING PERMITS INSPECTIONS CONDITIONS ❑ l Progress Inspection Status *I 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division 1 Plumbing permits shall be obtained through King Co ❑ 3 Investigation g p g I; Z ❑ 4 OK to Occupy a 10003 Electrical permits obtained through L & I , i z ❑ 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up 10005 All permits, insp records & approved plans available CL 4 7 Pre -Move Inspection 10006 All structural concrete shall be special inspected J U 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified U O e' 60 WA Ventilation/Indoor AQC inspector to O ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall he special inspected U) W ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected J H ❑ 7 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila U) 90 Resteel Building Division W O 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report 2 a F- 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation OC J 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid it. ❑ 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment U) d ❑ 300 Concrete Slab /Slab Insulation $. 11 H W 10015 Engineered truss drawings & calcs shall be on site 350 Crawl Space 10016 Any exposed insulation backing material shall have Z I 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire z 0 500 • Roof Sheathing Nailing retardant class of roof LU 11,1 w 525 Plywood Deck Nailing [ft 1 0019 All construction to be done in conformance w /approved 2 D 5 50 Exterior Wall Sheathing plans U u) 600 Masonry Chimney 0 — 610 Chimney Installation/All Types El 10020 Structural observation shall be provided for this project .a 700 Framing ❑ 10021 All food preparation establishments must have King Co = U • 750 Roof /Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of I— H 800 Floor insulation 10023 Notify Building Division prior to placing any concrete u O 801 Wall Insulation ❑ 10024 All spray applied fireproofing shall be special inspected di Z i ❑ 802 Exterior Roof Insulation its 10025 All wood to remain in placed concrete shall be treated V CO 803 Glazing Inspection 10026 All structural masonry shall be special inspected P H ▪ 815 Lighting and Controls 10 10027 Validity of Pennit Z • ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div ❑ 1 110 Pre -Move Inspection ❑ 10031 Comply with requirements of TMC 16.04 ❑ 1 115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat \ ❑ 1120 Pre -Demo concrete ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and 0 1400 Final -Fire compliance with King Co Health Dept. ❑ 1700 Final - Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect 0 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 10040 All construction noise to be in compliance with 8.2 TMC ti ❑ 4004 Special - Welding 4 10041 Ventilation is required for all new rooms & spaces �, 4� ❑ 4005 Special- High - Strength Bolting ' � ❑ 4006 Special - Structural Masonry 1004 Fuel burning appliances : ❑ 4007 Special - Reinf Gypsum Concrete 10043 .Appliances, which generate 0 4008 Special - Insulating Conc Fill *1 10044 Water heater shall be anchored t` { ' { `j'' ❑ 4009 Special -Spray Fireproofing ❑ 10045 Reroof C;: Ir 4 ❑ 4010 Special - Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial l Sw ; ❑ 4011 Special- Shoterete improvement shall be anchored to prevent flotation" E�xR },w , , 1 i ❑ 401 Special- Grading, Excav /Fill i. rti;�k ❑ 4013 Special- Retaining Wall { ' zi1.% ❑ Plan Reviewer: x > 4014 Special - Panels Date:_ X ,- , ❑ 4015 S -Smoke Control System s Permit Tech: Date: VON T+G 'Yti4 ' .! .., ✓ .. ....... o-r .w.•. .. _,.:,t,4.4y, '' -:aJ.` IVi J(,.4 , •....e)'..: w3M- ... H .. ..aww .. ...u...�.. ..»...... .. .,... ,, ,...,... . ,.�.. ,,,.. n..rv.. ,t. wn..mrc, w4' r:: r; b.^ Y' G'AI`e "' /tE.wvarmr...•..,....... . 1 N - , ! Z ;= W re 2 ; __ , r - - - _ -- _ - _T" ' - - , -.b, .. Z ` ' ' ` CL is _ - - Ji \..., - - . ■11 ri r. +x•: #'''t..i' , ",,.. .1-''''',.r„, •a 7S7'�.i rr7,7..7,7 ., .o- r '3,,"v' --- r ,z. , �'. ^, . °. * r +^-- - r"..•. - ..n,�.• - „^- J a . � h'^..+u.. ;!`'1 0 =."' .'t Y,�. , .y sr�,."�' '�1r .".��' •"T�' � r �IVr�.�, c "{:", � %i r , r � . .�`, fal J = i i I r i G") City of Tukwila Steven M. Mullet, Mayor N 44 Fire Department Thomas P. Keefe, Fire Chief 1908 z ~ w Needs shift inspection z W , U 0 A without correction notice Z Approved with correction notice issued , Sprinklers: Fire Alarm: Hood & Duct: Halon: , Monitor: Pre -Fire: Permits: - h t / / ( / /r]/.` Jl .; 1 L ',�`�'r + r ` � (/�[,.,/ �j 1 1 mil, •<. Authorized Signature Date l k' S$Ll lK ....... iti FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 ' `°'� .` , ' CM: }r r. '.'. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575- 4439 r - , • \ /1 .■ Z . I r• I... Z CL , 6 5 -J C.) C.) 0 . t" - - - ' INSPECTION RECORD D022 14 cn W LU i;:':'=.• ' ' Retain a copy with permit INSPECTION NO PERMIT NO. ; ? 1 , .:' ''' ' CITY OF TUKWILA BUILDING DIVISION oil_ a j 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 , 2 ,.::.. . project: --I • - Type of Inspection: .---. ij... . : S .) n 01 h Res, ri no )1 cn Address. --J — el . 11 16M 419.01 Ave S Date Called: 1 2-5 0 3 ' . Special Instructions:. Date Wanted: 00 ' , I 2 — 217 —05 p.m. z 1— Requester: L , _ i • 111 Lu prir incii-) 2 D D C) Phone No: 24 i *--/ /Ciao • O — a 1- • cu Ili E:1 Approved per applicable codes Ej Corrections required prior to approval. p ■ ...s. , , COMMENTS: 0 .. z .: i.0 u) O 1-- I --V'Lay._01) e:0 'ic 0') ' .... , • .-:,. • -) io 0 k-AA n Q e4, ,. -A, -10-.. v I (,_., T, Ar- 4 , - -- ' 011; , * •. , fz tr. '00 Yx . ,,.,,,. .., fr . Inspector: 6'\I Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , T•14's.l.?,4 ,.., paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :MVO ' Receipt No.: Date: , : 7 1 , A s t : Mr7 itZ - WM ' ,', '14art:el 4 :Mod... 741.44E401.(4..Eatait i ',1:,', V • . 't Cr- -"VC I - -- ... Z < • ,... z w , 6 g _Jo 00 w C , 0 11.1 11.1 i INSPECTION RECORD D 2 ci , t0 E -( Retain a copy with permit u ,.; co _ INSPECTION NO. PERMIT NO. • / u j 0 2 ?: CITY OF TUKWILA BUILDING DIVISION ' 40/ le :.. . g 5 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 • ii. < ,, u) — 0 Pret:ft ' _ .„4, - . 4) .e Type of Inspection: / ; / , . 2 ... uj / ( e .1 n ce _ i Afilr Date called: / / , Li (p 40.S, 1112.6102_ 4 I- 0 Z I— Spelial instru Date wanted: w uj A.91 ( A ' 1, Requerril /2 f/0 2_ A D 0 o . 4 ja, i 0 lagt. la-A,V c_S;Ayli 0 — ' a 1— LIJ u i . .. I 0 — . . EN pproved per applicable codes. ri Corrections required prior to approval. .. ! — 0 Z lii COMMENTS: w .: 0 . , ' 0 P - F T: I -, z N %. ' I • AAA I . .... • • r 1 ) 7 - iv tr .. , •1',' , p , ,FiC.VNIA.4 „...... _ , ,. ;41111**INe, TN. *",',.: 'V ., . ' . •, In ifctor: Date; , j , 1 44 0 .. 1,4 „.....,..A.L., , ,,, lAiiik i $47.00 REINSPECT! N FEE REQUIR D. Prior to inspection, fee must be paid 1 4,h‘iaq: at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. ,. 0. . 04g , Receipt No Date: ! , !p, 1 1 , „,,.. ,,,,, 1 ' ' `• , ' I. 'C ' 'r . *.”- '"' ■ ' 4 ,„ ' • * 4 4 ' ' '••• * * * ' 1 . • * ' ' ' ' . . . . . e , ' ' ., 4 - I .- , - A . ‘ 4 '. , . AAtt,hi,s;.0 'At' ..;.:Je ' rov= TP`-:A;4 : «41.: n!.'■ a.), I __ T - • 4_i - Z ' F..* Z .. .,... .. .. - .. cc ' 6 U 00 INSPECTION RECORD _ w = ZI R etain a copy with permit u12- N ■ INSPE ION NO. Hilt IT O — O CITY OF TUKWILA BUILDING DIVISION i 4 4 2 �. :. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431-3t70 . .' �. Pro'ec ( �e S �Vu Type I tl ectio l `k 4 t _ L tt CD D 1 A Date Cal re I (o '�(o ; CY 5 e�ial Instructions: Date Wanted: '49 ' O 0 pay (t-}-5 pos4rd 1( I5- 02_ p.. Z Ill W ��. Requ r: ? � 1V\ - �y iM-4- Zit Gi �� rtif v _ be - tije c v 'l IJ :�o 1 I Pho 2 O I- 1 �o ss I VAC_ (D ' '•M ` ( 0 �- H V proved per applicable codes. ❑ Corrections required prior to approval. ''. I}- -O COMMENTS: Z U N . ' •f I— �_- Z 4 ., 1 .i' J � r i�� 1: Ins. - Date: U � ,�. , o. l it /.{441/ I /1-- ,. —� ��_ i l:;: * �.. �L ) U JJ i . r .. "i - $ ..00 REINSPECTION FEE RE UIRED. Prior t inspection, fee must be iiti: " ,•aid at 6300 Southcenter Blvd., uite 100. Cal to schedule reinspection. I . Y, • eceipt No.: •/ Date: % < ff ' U ,t f , r ye w + , ■ -- — ' Xr ■ �.(.X - • ' Z . _ I — W ` _,-- - _ ` - ^° ' ' __- _ . , .-. ` - . ' . ' z . •. - Retain a copy with permit I% Z- zitfcK -J 1- Z I— ;,4';;::. " Specia iristructiins: Date wanted: a.m. , , la ul I Li Approved per applicable codes. riil Corrections required prior to approval. Y- P. ,.,,,,,,,,:;,,,,,,,-, . , z ,, , , ,,,,.„..„.„--„:„.COMMENTS: A 4 Ili CO , ,..;,,,,:..ti:-,, , " ,v1.0t.fre.......- 0 /Vt) CI 1 17e-ell 40, C , C.) , 0 I p / ze.7_ k...4121 to /...--(--- 7 1-- PA_ i 1 • ''',' . C t';,-p.e_ jia 424,2 ai a , /...r i7 54 :.<. *'''..,",- , hi . */— -4) ,-, 1/7 ) /../1/1 /.....:41. 1 ..._ i.:: 7 kiie.,1., si cf t;' 6Rfpv.vout.. co i 4 0 Iim-L, /1 ig..44 ra,c- : ‘, 4a 'ZIA) . . c Inspector: ) Date: . _ 14.-.4.{..s-A,,,--2--, if-) 2-15`2_____ 1 - , , ,,,s3 ,,„"„,,,,,..,,:.,,,, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid I '114.-m•-fAii,,; at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j , ..04 t . _. , , .. , - ... z < . w rt 2 6 = -J 0 PC/ re i : ' 0 0 CO CI U) MI :-,;.' -.. *`',. - INSPECTION RECORD W I -: • wIN Retain a copy with permit Z2 v w u_ SE ON NO. PERMIT NO. ' w 0 Y \, --: • CITY OF TUKWILA BUILDING DIVISION (.) ' ' e l#%- - c 2 • 6300 SoUthcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 u.. a Projec • Type of I pection: M D. a -:!:- - t • / r AP' ...1 .0 X I -- Ili - Address: S Da - Called: I ''''' • li.(63 i Co z - 1- 1-- 0 ! , Special Instructions: Date Wanted: 6_,..r Z I- :• ' / P-m. W ui 2 D Requester: D CI ,...-. - . 0 — Phone No: GI I - W ui . X 0 1 pproved per applicable codes. Corrections required prior to approval. .1!, • :- ' 0 0 A • !L• z :'... ' COMMENTS: ill w Re4A0*-7e/ )- ,L 64 /4,,,),,z- ry7-0.,;-, 0 , f i F.. .6 -. .1-4, .0 ......e.',#- .-4,, 44,- - /;',...5 e tc cgi.-- e,-140e,--f-- o z c OA, <0 'Loy, a -- STA.44 if ti 1 it.)n/Y".., 44: e>>3 Pi/a ( o p i "--2 / 14' ), e.-- - /111.--l;t.,, col, .61.y s t:d.1 xeAod" _..s /›.-, . : ' cl Z ',.. . 1 -_ : -..., , ,-• ' /- j-')r IA'/ c. tAelee, 4 0 k) Ay, 1 /4f,,frzle...--re_i 1 .) V e i 4' I //P 5/ 04 el d 44/ /.1.1444 5 0 i / / c(-e ', , . . ,s ,... t _ A Ae,f ae ,/,ez.i../...9.,,, "' "'-,' , i ,-,, co ,p), 7Z y",eid_. ee 1-e-41 0 „ks en-a '„ : ' 1,1 , 4 - A-) f"*", ( ti -C,`,// h ( J/M4 r'- --- ..,:' 60 11 ,/;[ . 4f.f., i /9 1 cr../;, , . , -.../ f - '"; 0 ' ' A /24 t- / 4-,,, fr" ,^ eit 600,, - M-- , 4- ..,,... ‘ 5,73 6 9fr1M4,0,1 i--,/ "/)-- 0.6". Ai/ .:.- '12449 a 4 ‘h 1(9/ ic 61/)-21-A re./4"-. Inspector: .,,.._ 4 Dat9 zif latag ' . 'f/t A, ..._ .... ,,,47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be t'elitii...kt.i= ...::,- paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - , Receipt No Date: Ateift* . , 4 , 4 44,47,g i,, i; , : i 441; eg i e j ia d is ivokol.k. , ,, , t4VatbRegba4t44, 4: .41,4.,:-44,444,4-4.7,;:f."- , .) , 4 .'''''''':"'":42P: "44:,41.14;440V4_4,4,,A9,;..,,...4.„ ,14 A4 44 0:44.4s44. - 444. , ..444...,..e •‘ 4 4 ,.,,,(.., No- %,,, AL :44•WbAg4W4iPt s,i4V,4i.1. 804440.4Ai! , - . Z = • 1.—Z W CL 2 K J U ± u 1 U CD CI “ INSPECTION RECORD w 71% .. INEVIIMMIE Retain a copy with permit . MIIM N daIN" ION NO. PERMIT y r NO \ (1;'y W 0 •` : ` CITY OF TUKWILA BUILDING DIVISION "- i 2 QQ -� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ■ LL Q Project Type of Inspection: • (,....4--(- 34 + . ! Address: 1 Date Ca ed: - d: Z = Special Instructs ns: Date Wanted: / a.m. ` Z I — /i: --2J _ P.M. 11.1 us Requester: U 0 r p- Phone No: 0 H W . . ; 10 J Approved per applicable codes. O Corrections required prior to approval. ? r- r _ 'I COMMENTS: ff // OMMENTS: �a l`. o ` , t D'l'� �ry /�9�i r i U � , . c , ' , ,/# � r?ri f P , 4vrw f U, 71 -' ,..a y7 O !F.. ■ Z /4/j rdi /1/�/ /7? e- ' z -t F 4 r' hr - S iI t " if ,, 5,. :// / ...--,61#-- ,4'f -- #i . ,/- . * rem u, ° 41 t r...v, --.E, . . .!...: : , , L/ 6 s . 1i f 4./ "44.0 4.4 ,. -/ f7 ,'' : yi--v,fdz__ b 6 Ss .II; I-X. ■ .44----, .g" }:.': f^, O (1e c , I -7 , /9 .1'17 i75 Wit/ 4t.49 c.,. ..(--,; 3;,fr;/,.o'kseAe ./ M G t' ( / 7 , f ' CA ,1-.7 C ,49 I-p9ev, �/ /he fir . ;.x � . ,L,, Mr'. ; S, 4 S 12Q s g/ L-t .JIB , ., , i :: .. / , 4 ,�- /a"5 , -. "'.; . Inspector: / Date: 4 Ja i : , ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be "r 7X.; :. paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. > 3:,E,:;; Receipt No.: Date: _,,: '*, -'ut �'�.' �f') i�..lw,!Y"!a^11Y'v . - , »..:. y.° : '•. ,A. :.. r..... •...;,.."•: v .. i. ,.. I�dw « t r .A � ' : ow.zkr , t . 1 ' t+t ,. ,, ,41 , . �i,.; . •.4.i Z ZQ r W CL 2 D CD 0 INSPECTION RECORD w = . —1 , ■■••- ,- ... ..- ' . Z • 1 I j-- Z w -- 2 6 D 00 U) ° INSPECTION RECORD p 5 O ..., .,- o--i 07./ __I 1._ Retain a copy with permit , co u .., ...." '''. • ( Z I Z •~ CC 5 JU . 0 0 I INSPECTION RECORD _ :, R e t a i n a copy with permit o INSPECTION NO. PERMIT NO: W I 2 CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd, #1100, Tukwila, WA 98188 (206)431 -3670 U.. f Project: N S � Type of Inspection:..' .. , - I w tin c f1 ((cln.spour d rat n _ Address: D ate called: Z ~ 1. 1 b39 6�� Ave S - o : Z ° Special instructions: Date wanted: �a�m W Reque ster: + U N E , ., �,r,;.. - c r 0 1-- I P hone: + j _ t �� � W W 2c'1''7"''00 = 0 ~ F-- 0 Approved per applicable codes. Ei Corrections required prior to approval. LL 0 Z 1 ...J . COMMENTS: U = , } �. , p t"— Z s c i /ck- D r � .. ` f ( _.'1- \M 1 S ., t. t ` f ), A i • : Cc t.,10-0 -1 pp . I F ✓1 , IU ,t x (7 . 4`x'1 /' ) N- E , F ` i vii t . 1'�-t N r cam -- Pe) 5 7 0C, c ii , 41 ;4:141 r , ?.i'' '''' . r, ! Inspector: , t Date: .. ,,` k El $47 REINSPECTION FEE4REQUIRED. Prior to inspection, fee must be paid � k, � , ' R '' at 6300 Southcei4r Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . y AT ' ,. i. , I ' .. x rt . ' y ar • a+7 1A' dot i m t 044 /iVa. e Wt. + , ?r I ■ Z ~ W W U I ,; UQ ' ' • ■ . INSPECTION RECORD ' ' i i Retain a copy with permit — r' 1 / co I._ .. INSPEC ION NO. PE',i I 1. 0 t. CITY OF TUKWILA BUILDING DIVISION g . `. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u- Project: Type of Ins ection; N U) d <S � I nt - i k 5 - I G r h _ "" Address: Date Called: Z I... 1Li 659 Li 6 A 9--) - o: I-- o Spec al Instructions: Date Wanted: Ca.ny,' i W I — +' t Requester: i V 0 jar'\ O Phone No: I G) I— 2O -.7)--P+ x'! 00 X 0 . o pproved per applicable codes. Ei Corrections required prior to approval. i "- COMMENTS: I U co H Y :. 0 Z i .: 1 i. . k ,. , f :,„ ,..., . . ,, , `` „spec. Date: r ? • :,,:: LR■ S -oa , ,..1 ; $ 47 . 00 R INSPECTION FEE REQUIRED. Prior to inspection, fee must be l0-57 paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •. t Receipt No.: Date: `. , ,; e.. ' TMs t ..,.�. .1 - ',,, �L '+ •...ti, ,,e.Wr_c.. ,.. 50-e:- --1,,. . :'�'• ax. .. ...V . 'k rw.. .. , . k5+, { 1.r' r , .._ i :1 w�r we `�!Y`,'.F�rtiQ.N�'�+:AdtC'n'%.: k <., iki 'K'�' .1t'fl'is�'" , -1 i — — r S.., Z ~ Ct 2 I Q . --1 7 •,..- • _.., - ,,-- • . . . . Z < • 1.- Z .1: if 545 ' ry Ili La. , y i.i t ,,, -t, ,„ .0,..46.:,4„,„ A, 4i, ".1,•4z4 ! . . - , 7 -- ... -- ..9 ' - . , 4./ % --, retaining wall clarification details These plans have been reviewed ,y the Public Works Department for conformar cc with current City standards. Acceptance is sub ect to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of rep ised drawings for subsequent approval. Final acceptance is subject to field nspection by the Public Works utilities inspector, , 1 t _ -'.4., , i , CITY OF T UKWI LA �� a V. Permit Center R 0 ' .1 :t�:� 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 r � . .,, - ''' ' ,, r Telephone: (206) 431 -3670 1soe Residential Heating and Ventilation Compliance Form Z (Complete Sections I and II for Group R Occupancies 4 Stories or Less) z • 5 1 W Ce MECHANICAL PERMIT APPLICATION NO.: � U MDZ - F BUILDING PERMIT APPLICATION NO.: 1)0 Z - 2/q co 0 err+ --. w.. ww. wr. sw.+ W /� FI�.E ���Y ...1 1— Project Name: (. O W /44 3 7 6 f4 ave. �' $ 2 Site Address: G/ w �- ��� 1 5 u.? I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): H W j Z H A A. ❑ System Analysis - W.S.E.C. Chapter 4 (submit documentation) H O Z I— I B. ❑ Component Performance Approach - W.S.E.C. Chapter 5 (submit documentation) w w C. I Prescriptive Option - W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): U O O N H ouse Square Footage (heated space): 3 .25' 0 1- • i X 20 BTU /h Z 0 . I- . I = c;g Maximum BTU of Heating System Output LL Z 1 N. Heating System Installed, (check system type below): GITY OF TUKtiliA o • F • 1. • ❑ Electric Resistance APPROVED RECEIVED O CITY OF TUKWILA Z . 2. ❑ Electric (forced air) AUG 2 L 9t12 3. 14 Other Fuels (gas, heat pump) *�tii JUL 2 3 2002 • „�� p__�._ �• ._ i PERMIT CENTER ‘ j II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUAIITY (select A or B below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. ❑ Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): ` 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets - Forced air heating system w /interior doors undercut 1/2” 2. ❑ Ventilation integrated with Forced Air System (Section 303.4.2.) �'' 4 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) } � �? 4. ❑ Ven using Heat Recovery System (Section 303.4.4.) t Y> tw . ,• . x Prescriptive Minimum /Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). co �a.,„; 1. House Square Footage: .3 Dot S r taro, 2. House Number of Bedrooms: 3. Required Outdoor Air Table 3 -2: Minimum - / - S cfm ;.' !!!!w ,� ; Maximum - /8ff cfm Hea Effective: 7/1/02 pl 15 � , 0 1 �s��: sic toosamemeautmgmeunimintwv.m..,„„...r.v.„,.........„...,,._,...„..„ .... ,,,..„„,„_.„ ...,_ i . ____ . , - I- 7 C. /— TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Bedrooms Area, ft2 Z 2 or less 3 4 5 6 7 8 • 1 Z i n Min Max Min Max Min Max Min Max Min Max Min Max W c ;o .� \..... `N I' °1 65 98 80 120 95 143 110 165 125 188 140 210 6 D 50.1 -1000 , • 55 ` B3.41 ; 70 105 85 128 100 150 115 173 130 195 145 218 U O 10p.� 5 '"'" ..r., '6b 0490 75 113 90 135 105 158 120 180 135 203 150 225 0 0 :•::1561 -2000 ' .6t 98 . 80 120 95" 143 110 165 125 188 140 .210 155_ 233 W 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 W F= . 2501 -3000 • 75 113 ' 90 135 •105 158.' .120 180 135' '203- .150 225 165 248 u- i 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 W O r : :: 3501= 4000 ;. 85 128:.'100 150: .115 173 130 195 145 218 <.160 240 175 263 2 ~ 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 Q :'> 5001 -6000 105 158 : .120 - 180 • 135' ' 203.. 150 225 165 248 ` 180` :270 195: ;293 N d 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 = : :. 7001 -8000: • .'125 " 140 210. • 155' • 170` '255- ; 185. 278 . 200' 300 ` 215 323. F " W Z 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 F' >'9000' 145'.•.218 1 240 •175 263 190 285 205,,.308 '220 330. 235 ,353. Z 0 0 "For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per W W bedroom. The maximum CFM is equal to 1.5 times the minimum. U D . O- a t— W . I - - t- TABLE 3 -3 u_ PRESCRIPTIVE EXHAUST DUCT SIZING v Z i= _ Fan Tested CFM Minimum Flex Maximum Length Minimum Smooth Maximum Length Maximum 0 F- 0 0.25" W.G. Diameter Feet Diameter Feet Elbows' Z 50 4 inch 25 4 inch 70 3 :. .; 50 . '" , '5' inch :.,, ..: 90 5 inch . .: 100 : 3 50 6 inch No Limit 6 inch No Limit 3 :. , 80 4 inchs .. .; , "NA.... 4 inch ...:• . , .. . 20: 3 .., 80 5 inch 15 5 inch 100 3 80 .. ... '.: - .. 6 inch 90 6 inch .., . No Limit • . . 100 5 inch' NA 5 inch 50 3 ' ' : ' : : 1 0 0 : . . . ' ` ; :' • - „ . 6'inch' . "45 . : ':6inch ''No Limit. .3 } 125 6 inch 15 6 inch No Limit 3 ... `•.1.25:,. . ..7,inch:` . .;70 . , 7,inch . . No. Limit ' . 3 . 1. For each additional elbow subtract W feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. f' ” ,� .3 ; ' "''l%:r''' 'w 47,x. " x _ ' i ! Effective 7% 1: ,<< ; ?, '..,":,V C,.,1 b +rw °w ti, ,) y' " •, . t i , 4-. .. .....a %i.•J: .,.AC, 9t 7c f+.#i4i..- :34kktvai .i' ftbi v.• b' :r:;i.a` .Y[. •4 .YA4Y4- 5*7yn4arov+.w _ . AMMEnNOINIMMIMMNIIIIMOMINIMMINIMMIlla V - cr • Y ••••••• N • '"°.,' l • 4,..:14.0 isk, ... . ,,,,tr-,-;„0„,0 ,,,,,- ..vc , ..n . .. Zol q i ,,.(,..,,. i ... .. ...... �M�a�$f: ,M�, ,....r' +:.r.iu cu.:a. as ^'- va..;n.cw.t..e.,w.o..,.a...... : . : new +wv«axrs.�wna- �,w.......,..,. �.�, ... ...... .. ....... ... .. DENNEY ENGINEERING, INC. DATE. 7M/02. PA 6E 38809 191s1 Ave. SE LATER AL /tOACE ,404..Y5 /5 Auburn, Washinglon 98092 /146 3) 4671/1 ,4V1'. .5 Phone & Fax (253)939 -1373 7 DWI%, W4 wind velocity longitudinal seismic zone 3 soil type wood shear panels gwb shear panels dead loads upper roof upper story wall upper floor lower roof main story wall main floor WOOD SIDING projected area for longitudinal transverse max shear longitudinal simpson strap upper story shear wall designations and holddowns roof framing plan upper story shear walls designation wind force seismic force trib cumulative lengths shears wind seismic shear walls designated shall be sheathed plywood overturning uplift rim joist DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 DATE 7// ? /oZ GATFR AG ,t CE AilAZ YS' /5 e/63 39 467% /lve. „S. M hzu /7a1 LUG uer6 STORY SHEAR WALLS WIND FORCE t✓= /73 (DESIGNATION , () SEt5MLC FORCE = /°2-# Te 16 » &'o?N = /2' 5/2 LocA-rtoN 1- -t 61-6v. PAGE CUMULATIVE LENGTN5 /2) SHEARS WIND: 'U'= /73(6'75) 774V /Z SeisMIC : "I1' =. / °Z (i7s) s� I2 514EAR WALLS DEStGNATED O SKALL BE 5HEATMCD w7 6/3Z 'COX PLYWOOD OR *1'0513) 5L4C1 <cD) 1 PACE L.J, 130TH FACES Qf MAILED WITH 661 MAILS AT G" 0.c. OR 15. GA x ! %Z'' STAPLES AT 6" O.C. AND 12-11.0.C. IN PIkLD. 0 V ERTURt1ING � � Mar 97 M) � 93/2 pt. .3 DJ' (4)(2/0 + 40)(13 .0 . ' l0 ( /)(40,7- /1U 44 ?JET UPLIFT =- 73/2- _ //?)? = /77 /2 $ 2 /e- tce /G eta d �? f / S ,re." 'e 1.7/ , / v 4 ,4 /io iAin S J ref —CI. a DENNEY ENGINEERING, INC. 3. Auburn8809 191st Ave, WashingtoSE n 98092 Phone & Fax (253)939 -1373 Lippe fZ 5rosY E4EAR WALLS DESIGNATION. Q LoG4i'too /21GHT EL�V. DATE. 7// ?102 -. Z. ATER AL ,4f2CE .9,U,4I.rs75 / 446 35 46 Ave. 5. 7u4w//7 W4 wI lib F'oRCE PT= /73 SEISMIC FORCE = /02,4 PAGE /4/ Tic I g .. ) 12TH - 17/2 CUMULATIVE LENGTH -{5 /Z- "7" 7 '7'5 ' 24 SHEARS 14/IN D : /7.50)5)= 6,l 74 SEISMIC: "U"= 102(t5)...36, 2f 5NEAR WALLS DES I.Ct IA -ED O 5KALL SE 5HC^AT/150 /5 /32hCM< PLYWOOD OR 7 /•" oTht3, BLOCKED, 1 PACE EY, 130TH FACES[], NAILED WITH 8d NAILS AT aft D.C. oR 15 GA X / / /Zil 3TAPLE5 AT 4 O.C. AND IL- U.C. Its �I LD. OVERTURNING its Mor ^ in= (/s(s)?/) t I 06-X41- ?JET !.UPLIFT = 241•° 6-07 5 2 cSci% Ida fiG /5 d 1-f r[ /7i' . Ao%%c.J�J 5a7 2,34 re, "'el, z • �Z • oc2 Jo 0 J• = f" w w 0 2 w? 1- w =_ z� 1-o w~ • w • o. U O N. O H w o wz U2 o � z DENNEY ENGINEERING, INC. DATE. 7/19/02 -~��, PAGE IC' 38809 191st Ave. SE CATER AL FOAC5 AAif4LYS75 r Auburn, Washington 98092 /46 39 4 &* ,4v°• ,5: Phone & Fax (253)939 -1373 itwi7a/ WA UpPei SroRY SHEAR WALLS DESIGNATION. LocA-rtON Ft'- °01 LEv. WIND FORCE [" P86 /s° = /65 SEISMIC FORCE = 5 t7 50 /14 TP 1 c .. 1A)101./4 . i a4 = (v CUMULATIVE LE1.1GT1-15 SHEARS WINO: Z1' /61-(6) .� SEISMIC: 14-(6) 4' /23 #. N _7___ SHEAR WALLS 12ESIGNArCQ ® 51-IAL(. BE SHCArtiao /5/52" cox PoewooD oft 7/44 0513) BLOCI <ED, 1 FACE BOTH FACES[], NAILED WITH ed NAILS A'f' Q11 O.C. OR I'5 GA x I STAPLES AT 6 O.C. AMID IZn U.C. lt'L EIeLD. OVERTURNING • Mor /23 (1-)60 3 9 360 Pt, = Z /3Lq&( /L)-74 /0lt '8 J-=is?' Jar UPLIFT = J93(.0 _ 3S"� sod � 2 N 21 USE 51MP5ON , 1-67-4 ° S777AP TIE EACH SIDE of SHEAR I4!4EL W7 22-1 °61. 'MAILS IN DOUBLE env, A80VE AND BCLOW FLOOR AND IN RIM Joist (2 Z -loci TOTAL z re JU 00 N W J F- = (L, WO u_ =-• d W H =. z�. �O Z• ~ o• (-2 ww u-O z. UN z s'■ DENNEY ENGINEERING, INC. 33809 191 sl Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 uN /Erc. 5ToRY SHEAR WALLS PE5IGNAT1ON LOcknolJ_ F600--r DATE 7/I ?/02 A7FR 4L t9/C- /MJ, -LY5/5 /41639 14? Ave. L5 Thri-a)/7.71 4114 WIND FORCE r= / G SEISMIC FORCE = //1-S/1 W It,71-1 = !o -I-IL 2- C UM ULAT, VE LE1G 1-15 `3 `-5- 1-3' �S SHEARS WIND: Zi WOO O / L.y #/' 7 � SaiSMiC : "U"=. //��7rJ 1-77 7 P?GE ,_.' 7? t■(_ S SHHEAR WALLS PEStGNATCD O 5UALL BE 5HC^AfHCP W7 IS /Z "CDK PLYWOOD otz 7/" 051.3, eLoC1 <ED, 1 FACE I30TH PACES 0, NAILED WITH NAILS AT S" o.c. OR (s GA x l �� 5rAPLES AT 4» O.C. ANIO /2" U.C. III FteLD, OVERTURNING Mor = Zsj(3 -3)�� = 721¢' _ . /[/f()(zo/Z) (3•S -`�)3 - 7itt 'JET UPLIFT 72-24 _ (907 ... 17 &/ 3 -s 2 N 22 USE SIMPSON , 1-157-A5 4' sr AP T! EACH 51DE OF SHEAR PA1SlEL W7 2 ,-I °d ' JA(L.5 .IN 2oLIBLE 571L17 APoVE AND BELOW FLCdR AtJb IN RIM JOIST (26- to "TAL) ' z U 0 to 0 w= w0 _ a. Fw z= zo LU U � O s2 o f- w uj X It. O z w UCr) ir= O 1- z DENNEY ENGINEERING, INC. DATE. 7 /4/02 --, PAGE 11 38809 191st Ave. SE CATER AL 6OACE AUALVS/5 r Auburn, Washington 98092 / �(„ 39 467% /lye. (51 Phone & Fax (253)939 -1373 T rtGli% W4 UI°p6I2, STORY SHEAR WALLS WIND FoRcE ft - /6/- PESIGNATION O SEISMIC F=ORCE - //T N/. a rlRt13 JI)1H /0 or z LocA rtohJ FIz oN7 6 LEv_ LL/2 CUMULATIVE LEAGTHS //1 v o SHEARS WIND: 'it 164(°) AV SEISMIC : 17= / /¢ -</ ).) /04 .J q SMEAR WALLS PEStCrNArjD 0 5NALL SE SHCATHICD vt7 15Il t' Cox porwoop 05B, BLOCI<ED) 1 FACE [ BOTH FACES MAILED WITH NA1L5 Ar 6'1 O.C. OR /s GA x 1 1/2" 5TAPLES AT )1 O.C. M4 / 2 - " 0 . C . Its FIELD. OVERTURNING DENNEY ENGINEERING, INC. 38809 191s1 Ave. SE • Auburn, Washington 98092 Phone & Fax (253)939 -1373 LIFPC E9- 5roRY SHEAR WALLs DESIGNATION. L-OCA n o N rn ° J? DAT€ 7// 4/ 2 — \ PAGE LATER AL F0ACE AAMLY5 /5 /146.39 46/4 Ave. S. T kuw 1%a7, GO,4 WEND FORGE lL =,./624- If/ ///, 5E(5MIC FORCE = '// TIZ113., w1t9TH r /` CUMULATIVE LE M071-15 SHEARS WIND: 'U" = /4¢ (2z) - /¢(o /q, /3 %5- SEISMIC : "U"^ // ¢�/2, =T. /o/ #/' /3,5- t.1 _0 SMEAR WALLS bEStcfNAT'CD © 5 ALL BE 5HEATCD 7 15 /2-"CDx pLYWOOD o , 7/61.60[3, eLOC1<WJ 1 FACE 50TH FACES[], MAILED WITH 661 N.AILs AT as 0.c. DR 15 GA x /1 " 5rAnLCS AT 6 0.c. At4!D 12-" U.C. !NI FteLD. dVEiZTURNING Mor = /441 03 . s) (e) = /s, 76 2 sr/ear) OA 4- a(7.S)01/2J f /0(i3'37)62.)], /12.zif Jar (.ipLl FT /S, - I �ZZ 5 7 Ls-0 /e p/s few h d 1/ /,ri s �t , DENNEY ENGINEERING, INC. 38809 . SE Auburn191st Ave, Washington 98092 Phone & Fax (253)939 -1373 Uppdg STORY HEAR WALLS CUMULATIVE LE!GTNS /3 7-/2 = 2.S WIND FORCE F- /6¢ SEISMIC FORCE _ PAGE SHEARS WIND: /c1L(7) . 2s- SEl5MIC : 5 NEAR WALLS rjESICGNAT-ED 0 SHALL I3E SHEATMCD 1/47 15/321 CDx PLYWOOD O�Z 7/' /('‘OSS, DLOCI <ED, 1 DACE 130TH FACES 0, MAILED WITH 9) NAILS AT Call 0.C. OR /5 GA x 1//2. 5TAPLCS AT 4"" 0.C. 0VERTLIRNING KIET UPLIFT DENNEY ENGINEERING, INC. 38809 191s1 Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 MAW. STORY 5HEAR WALLS DESIGNATION CI LocA'CIoN LEFT LEV• CUMULATIVE LENGTHS /6 - 69 4.5 " 27' SHEARS . WIND : Q6f i?.)w ce'' Z.ATTR AL FLACE AVA.LY375 PAGE)." w1ND roRce r- /4,ef34 -/ 7 - 245114/ SEISMIC OR e= 9, //z/e5.7 9 Z2 L A N )2 5E4EAR WALLS UESLCsNArEO O 5NALL EE SHEATHED /s /2 Cox pLYWooD Oft 7 %" 05131 eLOCkep, 1 FACE E3 BOTH FACES a MAILED WITH Bob NAILS AT 611 O. c. OR /S GA x I Y2 " STAPLES AT (" 0.c. AND �ZM U.C. t14 t~letrD. PAGE ?g- E NGINEERING, INC. DATE 7�/ /02 /_ATER AL CE AAALYSI5 38809 19 1st Ave. SE Auburn, Washington 98092 / 446 39 OM Ave. rS: Phone & Fax (253)939 -1373 T rizvdal W4 ..L'fA1 , sroRY 5HEAR WALLS PE5IGNATION Q i..ocA'notJ 2NT. 6L6v. wIND FORCE F-= 26* SEISMIC Froace = 2 Z 2 �T 14. _ /3-i'±' - / 'l ' -S ' CuMULAr1vE LEMGTF15 /6) -tS = i51 SHEARS . WIND : 'U' : 26400_ 5Ei5MIC : �/'= 222�2'S�..- /75-111/ N 13 SHEAR WALLS VESIGNATGD 0 SHALL BE SHEATHED tv7 15V32" COX PLYWOOD OK .7610" 05B, BLOCKED 1 rACt~ 130TH FACES D, MAILED WITH 84 NAILS AT am O.C. OR l5 GA X ///Z1' STAPLES AT 5 O.C. AND /Z." O.C. 1M Ft LD. 0VERTURNIt1G • Mot = 22 _i'1 i flOp PL.. 3 /g'(s)( 0-) /0 (s- (60J 327 /dET UPLIFT = P100 5` 2 32.7 1597 N 23 AT FOUNDATION U5E 5tMP5c*J HpANP2• HOLOOWt4 EACH SLIDE aR SHEAR pANCL W7 2s---I6) IN 17O1.4I3Lts TRIM 5TUt5 AND IN RIM Jo15r rbol TOTAL) Nt 'i.1 AT 6TH FR Lb GATT a�IS 1,15E 51MP50N - 1 ° .STRAP TlE EACH 510E OF SHEAR PA4EL W7 22-- 1° NAILS 1tJ voU3LE 6TtLD A8CVe AtIV BELOW FLOOR AcJa IM RIM JOIST (2z- _lo' TOTAL z ~w 00 . coo J= w0 2 J !L =▪ w z� ▪ o zF- w U0 0 - 0I- w• w wz ui • =. O 1 - z DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washinglon 98092 Phone & fax (253)939 -1373 MA. 0 STORY 5HEAR WALLS DESIGNATION %.Gckrt otJ 1,I -r 61-6v. CuMULATIVE LEG-r1-I5 SMEARS . WINO: it 2 T seismic: 22LH(/ DATE. 7/19/02 ATFR AL FACE AI f 4LY515 / 35 46 4v&. c• . lizvt%a, W,4 WIND FoRce C= 2c4 / r = SEISMIC FORCE - ZZZ� 7 PAGE :L /o' N /4 / 0 51.1EAFk WALLS DESIGNATED, O 5NALL BE 5H1 ATHCD 147 fV7 "CDX PLYWOOD Ott 7 4" •5I3, BLOCI <ED, 1 FACE 134TH FACES D, MAILED WITH bet INIAILS AT -6-Ff O.C. OR is GA X /L„ STAPLES AT 4" O.C. AND /as' U.C. Ito FIELD. OVERTURNING Mo- = .264-0 (p Cif /° (F /2 t / °0°)(41,2 /°(/0)(/' f3/A) f 1 ()67JJ1' /3-2/ 2//2� Oar UPLIFT = ,2./ //20 /317 /0 N 21 1.15E 51M175ON 1-ST "30 577tAP TIE. EACH 81DE of SHEAR PANEL. wJ 22 —I ° IJAL5 Its DOUl3LC 5T11D ABOVE AND E36;LOW FLOOR AN° IN RIM JOlST (2Z -rod TOTAL) z w c)) 00 W I E- w0 co u. <. a 1- w Z= 1-0 11- . 0 off' 01- ww o wz U= o� z DENNEY ENGINEERING, INC. DATE, 7//(02 PAGE -11 38809 191st Ave. SE CAT R AL. /OAcE ApAL.Y575 Auburn, Washington 98092 /639 ¢poi 4✓°. 5 Phone & Fax (253)939 -1373 r ti-wl% GU,4 STORY 5HEAR WALLS WIND FORCE Fr= a�4 I4/, PE5IGNATIO N • © 7 SEISMIC t=ORCG =- 222 IY1 LocA /1oW L61 -7 61.6V. CUMULATIVE LEjIGTf15 /S SHEARS . WIND: if"- low_ ;11., to/ tit r6 SHEAR WALLS ,DESIGNATED (�0 5KALL BE 5HCATHCD 147 /5 /A2 'cox PLYWOOD OVERTURNING f DENNEY ENGINEERING, INC. DATE. 7�/W' 2 --- PAGE `S 38809 191st Ave. SE CATER 4L DACE ,q�(l ,4Lv5•/5 Auburn, Wastiinglon 98092 / (A 3) 4 7 /lye. ,5- Phone & Fax (253)939 -1373 MA-w//a/ WA M �I STORY SHEAR WALLS DESIGNATION 0 LOCA-rI oI.J &61-17 61-6v„ WIND rorcE FTC 264 SEISMIC FORCE = 22Zµ / T(-I5 , WIn-(4- = 20 )4d- // CUMULATIVE . , / o5" f, /o 7 5 SHEARS /6 */, Zs.. SEISMIC : -U"-. Zit 0...0_ f 25 /di N / 6 SHEAR WALLS DESt( ATi t ® 51-1ALL BE SHEATHED Ic/51-1CDx PLYWOOD OR 74(/ o , f3LOC1 <ED, 1 FACE EK BOTH FACES a, NAILED WITH gel MAILS AT 6'4# 0.C. OR lS GA x ill " STAPLES AT 4'' 0.C. AND /L' U.C. IiL P1ELD. OVERTURNING X14 MOT pt.= 2/3 (1? N rz. /0 (5)f) /0(0(/. 39 -71/06-)6717- ; _s- Kier UPLIFT = S- Zv N 23 USE 5IMP5OtJ UD 22- HOLDOWN EACH Si of of SHEAR PANCL w7 �3-16d t1V POLUal.ff TIM STUDS AND IN RIM Joisr TOTA L ) z w 00 w= u w0 u coD =w Z �.. Z0 w U� off' OH ww �- ..z 0- o� z �1 DENNEY ENGINEERING, INC. DATE 74I W 2 PAGE 94 38809 191st Ave. SE Z.A7 NL Jt0ACE AA1,4GY5 /5 . Auburn, Washington 98092 / 6 39 OM ,4V°• 5 Phone & Fax (253)939 -1373 rattan/al GOA /1, MA(J STORY SHEAR WALLS WIND FORCE r- = 26 ¢ DESIGNATION ® SEISMIC FoRC. = f2 Loco+no1J P-' (N-r t, y. re-16 . 191'1-1 z /6/2 CUMULATIVE LENGT1-I5 /34- 31-EARs . WIND: Z/" :26of () ,s-6, /3,..5- 5E.15MIC : ir= 222( ? ) .-- /32* ►J 17 S DEAR WALLS PES l(*iVATEC, ©SNALL $E 5HCATHOD 15/32" cox PLYWUOD og 7�/(-" 05B, F3LOC1 <ED, 1 FACE DI BOTH FACES NAILED WITH gd NAILS AT ("J" O.C. OR /S GA X I 2J� STAPLES AT 6" O.C. AND 1211 O.C. i� r✓cELO. OVERTURNING HI or = /56 (1'3•s)(17)-= /6, /fli lil PL = 2�3 [,jr)(,) 61' ,- (,3')X7) -- sl'S >( /.33 /Z>.f /°/3 .)01] Viz, if MET UPLIFT w /G g'fi /3,s- 2 /VP 2 c■' // �a /. a #_ c A-o» -- 10/74 are J u l C /en 1L z �w O 0 co 0 J H • w w 0 2 d =W z� I- 0 zI- w Lu :0 U O - • 1. ww F. o wz U= 0 z DENNEY ENGINEERING, INC. 38809 19e. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 • �^I STORY SHEAR WALLS PE5IGNATtO N LOCA1 totJ ,r J7 5t-61/. DATE 7/i ?/02 Z.ATER AL ,t CE AtMLY 3'/5 39 46M 4ve. ,5 7uii-u)/7a1 GOA PAGE 9-9 WIND roRc. r /¢ /.3./?- - 265114 9EtSMIC poRCE w /°, °35/s3' 8 -roe , w. vT'H = ?$ /i - /2 •s CUMULAr1VE LE.MGT115 `3 f 3 t 4- -1- 7,S" f 6 = 23'f S A P . W 1 tJ ©! Zr- 26-C • , -/ SEISMIC : 17= tififi V,... pc) H/ Z 3'S N l $ SHEAR WALLS DES IGNATCQ 0 SNALL BE SHCATNGD 147 1'/ 2 "CU pLYWOXD Oft 71611 05B, BLOCKED, 1 IACE l_J, BOTH FACe! [], MAILED WITH 8d NAILS AT 6 o. C. OR /S GA X '/ STAPLES AT G" O.C. AND /2." U.C. IN FIELD. Q V EftTURN t NG 1 M /ft/ (3)�8j 333 e 64 oT [(8 r. 213 (3)OM f /o(3)(Y)3 IdET UPLIFT = 33 ij _ �q 3 2 /93 L N 23 Use 31MP5c*J WM-In t/ HOLPOWW EACH SIDE c* SHC - -4,R PANCL w7 23 - 16 el IN PoUciLE TRIM STUDS AND IN RIM Jo1&r d TOTAL) z w 00 CO D J H N LL w o u.a =• d • w Z= � 0 Z I- w U0 52 o� w W 1-- �-o Z u.10 0 H z 4 DENNEY ENGINEERING, INC. 3 19 A. SE • Auburn8809 , W1st ashingto ve n 98092 Phone & Fax (253)939 -1373 MAN 5roRY 5HEAR WALLS PESIGNATION Lo Anoht lo-r. 6(.6V., DATE. 7// (02 .�.. L.ATF'R AL SOP CE AA1,-LY5 /5 /44639 46 ,4ve. ,S 77M-w/7a1 WA /i WIND PoRCe t✓L� z &s SEISMIC PORCE = /YYP m" T�►C3. wn -Ff.4 /¢ -t2s : /7,S Z- CUMULATIVE LENGTHS / 7 1 / 2 SHEARS . W1N D : IP= - P= 2 (f.S)... /9/ P / 27 Seismic : " I1-.. /ry(ri•5)..,. 134 /, 2a- PAGE-25- � c SHEAR WALLS VES(GNArED0 ® SHALL BE 5HEA7'HED 7 /s /32 " CDx PLYWOOD OR 7/g " 0531 /3LACRED, 1 FACE D BOTH FACES D, MAILED WITH 8d !MAILS AT 6 "_ O.C. DR /- GA x /4 STAPLES AT 61 O.C. AND /Zf' 0.C. II\I MELD. OVERTURNING /? 1 Mar = / V . °) (�9 7.- 45; Cr° to . : " ['r()(/ t /r4)(0/2) f /o(fo 4 -,-/000)(49-0-(/0)(4,1 MET UPLIFT = /5114D /0 22¢ 2 22q/* • foie. /..7c n.3 4 o/d �/�/2L /c anaor to/// cart. cili/c.tti�- �J .5.-////2L z LW UO co J WO Qa�'Q =d z= �O z� U� o1 WW ,z U= z DENNEY ENGINEERING, INC. DATE =- 7/0/02 38809 191st Ave. SE .ATrRAL / /AC` AAj4L' /5 Auburn, Washington 98092 /4/6 39 OM 4i/ . 5 Phone & Fax (253)939 -1373 71 i / GU4 MA,''J _ STORY TEAR WALLS D ESIGNATION �J 1.-OCAloN 60N(L f{ , WIND v'OFtce C; r 26 SEISMIC FORCE It= / 417, r •H _ if� _ 7 CUMULATIVE L .NG`n 13 t 1 = Z2_ PAGE 4_ 5NEARs . WIND : v--= 26s(7) �. zz Seismic : 1t=. pro (7) • W SUEAR WALLS PESIGt1ATEC) Q 5 ALL. BE SHEAT 1W W7 /5/31 CDK PLYWOC)D • orz 7/6" 05B, BLOGt <ED, ? FACE Ea,- BOTH FACES D MAILED WITH MAILS AT G''' o. C. oR l f; GA X ,'l "STApLCS AT 6' o. C. MJO 1 U.C. Itu lrtt~LD. OvEto,ruRtitNG # ! • Mor ���� ‘o¢ eP Z/ tii(r)() f 442(4)("/W 74/0(7)(i) /''6)(2 0) -1` i°6)(P)] id Er UPLIFT 6°¢6r Q Isl.() lei-- z 1z re d. Jo O 0 co 0 J• = WO 2 J LL.< =a W Z= �O zI- U � O N. o F- W • W LLO aim U= o � z DENNEY ENGINEERING, 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 INC. DATC. 7�l /02 . L. ATER AL MACE A,UA�.Y575 /434 �j�tl Av&. ,5: T,av/%a/ GUA PAGE 36 Anchor Do/s /9,7v Acctent Gt la7L ✓e .52w/ernes -1e th //8C --94 Sect. 23a.0 a.�d 772,6 le 23- a,tct Tab /e 23- -2 , /t capacity 01 /%2', fi'T- or SPF s ////italic COhnectes colicre. ee id. r /a .rat / ,- /7Zy »71eitae- Z// = 88o* not,,,, ,p/ c/u�a t -�► 3f2 n menu6e # Z1, = /080 r)orrna/ e/ura6;711 L�sc° 3" 7h€ »,%cr Z// ITEgO f 0.75-0,086- 8 Fro] (, 33) = �' 85. 2 47' k /Dii Ass .SOc9. .S%iwri .6ear�V //# c9: 5 = Qs-(31) /,i. �3 ' /6I S' 3 SA. I./ 0570 S ; 6JS �z.cqa = 41 /6' /ii, //W3,0- 05/0 .:=. ex3y3r) /6/ ?J s' /3.67 (i ) 5= Os ('9 — /S' /6,13$/4347(6417) l ��r(0) L - /f; /jj,q ( /v /7) cgs- aai 3,y > ' T.,-- / Lice 1L0 .Jse :sc°4 -O% 1 /- to -9raie7 res Is te./sce 0.c. 0.c. O. c. Use 3 ' a " O. C. L15e a " o, c. z ~w re 2 OJE to 0 w Lu N LL wo 2 W ? Nd =• W z� zI- w • w U� o P O H w w X- - iii z 11.5 z DENNEY ENGINEERING, INC. DATE 7 / /rVOZ PAGIE 3/ 38809 191st Ave. SE Z.A7n AL /DACE 441,4LYS /5 Auburn, Washinglon 98092 /446 39 46* A✓&• Phone & Fax (253)939 -1373 tiwi/al W14 Roo P/.4 A 9vm .- apfi e.r rahsve e ,5-A ear. 947f /2 ... ,, • •,s'o`y L onFiectd :7al.Char = P/8 C. 72 s-6, iRoa.. P40l rra ynt • -- Lower 77-4 .75vero-c s! ear = . /4s-354 s3•/7' ooh /2 43.4 Lo»9it :gal shear N `Z,6 ROOF DIAPHRAGM..CUpp* 4 1;0W6tZ USE I," CDX PW OR MO OBB, BLOCKED W/ $d NAILS O �O'!O.C..OR /5 GA. X AT PANEL EDGES , • .,DIAPHRAGM 'BOUNDARIES' & UNBLOCKED , /4 "STAPLES. gip. C . 12." O.C• IN FIELD. �� • { DENNEY ENGINEERING, INC. 3 Av e. Auburn8809 191st , WashingtoSE n 98092 Phone & Fax (253)939 -1373 DATE. 7/ ?/02 t! A TE'R AL FO/CE Anl,4I '/S /5 /41639 467t Ave. (5. T ri-u)/%a, WA PAGE ..1 Aloor. D /arj/ira9rn Transverse Willa' = 7/36.# F= ,5"92<0* /Vlax. Shear -v---= 7/36/2 - 67 1 53.17 6 /se 3/4.0 r' O p /mood ?laced # nay' /ee/ L-�5e. ,'Lear Yafcces for 5/8 " plywood per r de 23-11-11 1-10C -?7 Shear for /0d 76) = 290 -/ 6-446 ��5ee L a p a c ; y o � � i 4 P 4009 ? /u..e = 50 ps t; d/a. 6eaol spreads. to 34" L/se (2)- /�" beads pane/ ea/9es. WrY = 2675) -G 51r Shear capaev y =50 (/: 5)(/2) = 90o #1 rota../ Capaci y o 7/e.ce I yr a i//:, = 90D V-29.0-= N 27 FLOOR DIAPHRAGM UsE. 5/Brr T4G PLYWOOD, IUt.LeLOCKED, W /l'od NA/L.5 @ 611 O.C, AT PANEL EDGES 'MD W" O.C. IN FIELD. GLUE. WITH DAP4000 GLUE -WITH ;(2)- 4" DIA. I3CADS AT PANEL EDGES AND (I) -141 D(A. x.1211 BEAD AT 24" O. C. IN FIELD. I)h;NNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 PROJECT 2ec?l;7S 07 1'2c/e92 r-on /165? r y &(4 (1tE-', ..s; %ub.►;/ev, W4 By 5'U) 6-21-z // Dale /ate ro/? $)17% 7 -1°1 -03. • . '.4., - INC. DATE 7� ri .. PAGE I' DENNEY ENGINEERING, 38809 191st Ave. 5C �°ah') C�lc�:a eld•i'1S • Auburn, Washington 98092 , de / 1 ,39 0 4&' „. Phone & Fax (253)939 -1373 722,k et) /47 t)d . . ..r:. .; ..' "r r..: i7::....1 -5 ,, },;,y�r.Ln1.1s • ke. uil: e. Qf+: a+..; r.._ m:.uW$7e'�NftxRY,+Reinr`nevw.». .x.®s. . . . FROM : FAX NO. : Job Name: SINGH RES. Beam Mrk: 81 5.125 x 13.5 7.475 kips 7.475 kips i< > Span(ft)= 16.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 365 psf Live Load = 541 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 190 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 B. Unbraced bottom edge i n' region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 Sep. 06 2001 12:22PM P3 BEAM SIZE ; 5.125 x 13.5 Bending stress: +M fb = 2377 psi for +M = 30.83 k-ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 148 psi for V = 6.73 kips Dead Load Deflection = .322 in Live Load Deflection = .477 in D +L Load Deflection = .799 in Allowable bending beams headers garage beam carrying beams trib width cantilevers span uniform point loads beam header selection FROM. : � . FAX MO. : Sep. 06 20D1 12:23Ph1 P5 Job Name: SINGH RES. . � S ; .,3 • r 4 .. ,fin w' 0 4' q: `"Yr43t1 1 �r , FAX NO : G=-o. 06 2001 2: PM P6 ', ■ • , S + ►u, 1 4 1 4 4 , ,. . CITY OF TUKWILA a 1. Permit Center H..1 5 'IA; ,= s 6300 Soufhcenter Boulevard, Suite 100, 1` goo 0 Tukwila, WA 98188 • ACTIVITY #: Telephone: (206) 431 -3670 , CITY OF iUKti'; WASHINGTON STATE ENERGY CODE APPROVED z • RESIDENTIAL COMPLIANCE FORM ' z PRESCRIPTIVE APPROACH AUG ` `� '� D i it) i Li) U ? U O 1. HEAT SOURCE: ' AS en/44'GC (gas, oil, propane, heat pump, electric) t` ' '"- C - - w w • 2. • WINDOW SCHEDULE: Fill In the window schedule based upon the proposed residential design and N LL % calculate the glazing area as of the conditioned floor area. .- 0 • w • 3, CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to co • • - ._Mar 2 option at top of column. (See back of this sheet) FILE COPY 1 WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE = a I— w NO MANUFACTURER 1 FRAME MATERIAL MODEL # SIZE U -VALUE 4REA S.F. Z 1-- 1 �ae.sTJ �,'4id V1M y/. 1. __-. 4 / x g l �a z 1 (t (, 4X ;' /2 2 0 0 co it 4 (1 # ! ^6''x G/ 34 SF 0 �- A .o 4• 5 'x 6 ' 66 SF. _w l o it ' it 4/ x 6 ' SIB L o z 14 3 /, y yIxyl 1"5'19 si: �_ o� (( 4- 6rxS' i P z 1 /1 . /t , PI elLA PI" 31 )( z.' 6 6 sF. 1 1/ /f 1 .9 '( a / )0 6 g �f i 1 �/ sh ' � l� , r • . ,, . . . , TOTAL GLAZING AREA 4+ 36 i i • , (add entire column) ..:,: ,: , r a; a TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING ' . s h ,kix FLOOR AREA PERCENTAGE 5 S.F. , :,r?es. 3 6 4 95 S.F. x 100 = 1 177 76 ,4 r_ '' "``';' : '3 The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the le . Mrs prescriptive option that is selected. oce.0+ :e; . , ...a, lutr,„•.,...,...: ,,,,„:„,,,i„,,,,,,, c e , ,,, Resident ial Energv Code Form HIS p'i a'o1 t 'C`iny F.W A -CCb q utg dtpun0 ROO:TT TO 20 q 14:011 . .._._..._._- 1 i . ' .0 '' 'ZING •SCHEDULE E:.',' • rA� o rct o r� rc) rrn m rn MFG. ROOM WINDOW FRAME AIR GAS LoE U•VAL AREA UA(OPT) SIZE TYPE • FILL • • Oat 1.s 1- cJ-x VI r�(,,f git " I , 'Ie�- �',;�� • I.r 6 /7xi `�(f - „I- six q loo o79< Z / Z =Z • ), X11 i n 2 W A- tvX� I . `1 Co 9 • •. 1- 'x?' 1 • �i G� ,9� u) 0 �o `1 1- 1 -Li' xq' 1 1 & _tigt N L. , , • • w • 1 Q . N C1 • = W ~ 1 . . ? � _ . • • . Ir O • • • . _ . .. w~ w U D H • DOORS WIT MORE THAN 50% CLASS N • O— . _ • • — 0 I-- W W • • - - - s U I- • + . u_ 0 • • Z I U) : ± SKYLIGHTS AND SKY WALLS O ~ F - - - - z - - - • _ _ , _ _ 1 !te: Use separate sheet for additional Lit. • . - . • GLAZING% = TOTAL 1 ' f // j % . • CIINDII IUNE1T - AAF1� �, �� TOTAL 1 TOTAL Z, • AVG U -VALUE = TOTAL 2 DA TOTAL) _ / 1— 0 3 5W . TOTAL I [AREA K TAL) :-, , • fh1S177UCTk:VS FOR COMPLETING THE GLAZING SCHEDULE . 1• i : AttAii ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED: Complete columns (B1, IC), (H), (I) and the GLAZING % calculation. 1 t� • • i ;".ii ^ y Ih ANY OF YOUR GLAZING 1S NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE { s Z M1 bs t: ;f] � Iii..-r: E4 Complete columns•(A) through (1) and the Glazing • If any U- values exceed your compliance path in Table 6 -1 ,� Y�$4 " % calculation. or 6 -2, you will also be required to complete column (J) '�,►; Use U- Values contained in WSEC Table 10.68 •in column and the AVG.0 -VALUE calculation. The average 1.1-value ' (H) for non - tested manufactured glazing. cannot exceed those in Table 6 -1 or 6 -2. (44!:,;:1,3,,,,, Use U- Values contained in WSEC Table 10 -6A in column .. a ' (H) for site built or custom glazing. Revised 5 -14.98 t* 4;1 a r SC! 4 ,: Mr,H.ra.eWY1'1rlC:A3 1: 7> la+ u•.".. Y.' a6Yff"• pra, r> �yw..,., a». e, q... re.- .r.,....,.,,.:.,..,. -.;.: .,.,.:u.,.. ... -. ... .. .. • : ` A y . . , 0 >g county Department of ; 1 997 Washington State Energy /Ventilation Codes • Development and Euvirorvmnental Services Residential Submittal Form. Other Than Electric Resistance He Applica URDl : � 1 j7 . J ') : Trackingi: Date: (O /i7 /C4 I Job Type: New• p Addition ❑ Remodel 0 Finished Sq. Ft. • Z Occupancy: ingle Family ❑Multifamily- #Bldgs: #Units Fuel Type: X Gas 0 Oil 0 Propane 0 Wood 0 Coal • 0 Heat Pump . W rt WSEC Chapter 6, Table 6 -2 . . _i 0 . N 0 • . . u) 11.1 • Heat System Glazing Glazing Doors Ceilings Above Below Grade Walls J H to floor Grade . • - (A W Option AFUE HSPF • % Vertical Overhead V- With Vaulted W iIIR Interior Exterior Floors Slabs W O Factor attics 2 • Opt 1 ❑ 78% . 6.8 10% 0.70 0.68 0.40 R -30 R -30 R -15 " R -15 R -10 R -19 R -10 g Q Opt 2 78 % 6.8 12% 0.65 0.68 0.40 R -30 R -30 R -15 R 15 R -10 R -19 R -10 d Opt 3 0 88% 7.7 21% 0.75 0.68 . 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 Z 1- Ill Opt 4 78% 6.8 21% 0.65 0.68 0 0 i R -30 R -19 R -19 • R -10 R -19 R -10 Z O w Opt 5 74% 6.35 21% 0.60 0.68 0. 0 R t 1 R -30 R -19 R -19 • R -10 • R -19 R -10 ? m • Opt 6 ❑ 78% 6.8 25% 0.50 0.68 0. R- : -30 R -19 R -19 R -10 R -25 R -10 0 co Opt 7. 0 78% . 6.8 30% 0.45 8 0.4 R -3. 0 R -19 R -19 R -10 R -25 R -10 = W • Opt 8 0 78% 6.8 • unlimited 0.25 40 0.40 R -30 R -30 . R -19 -19 R -10 , R -25 R -10 u. ~O ' ma Z L11 U , . ❑ • ❑ Z ti• "The following options are for buildings more tlia 2 stories: • 1) 0.45 max. for glazing areas of 25% of Tess ' ji• 2) 0.40 max. for glazing areas of 30% or Tess. • * * Supporting'docurnentation required. • Conditioned Sq. Ft. 31Q5- X Glazing % %v2, • _ Z S Ft. Allowed Glazing Max. Heat System size: • 0 Wall Heaters: Conditioned Sq. Ft. x 24 • ' = • • . 71,Ducted System: Conditioned Sq. Ft. x 27 = ?1/3'15 BTUH Output • . _,_.• ... Vapor Retarders: • ' ` ' ' ��...� Floor tti mil Poly 0 Face Stapled Backed Batts 0 Ext T & G Plywood • 01 .1 Walls 4 mil Poly. ❑ Fate Stapled Backed Batts 0 PVA - Paint . .= rr!!� . Ceilings 0 4 mil Poly 0 Face Stapled Backed Batts ❑ PVA - Paint ' r . ' "',, 1 , hi.,$,;� ITS •y }`y? - ,C1 Ventilation System Choose one' ❑ Not applicable. (For additions Tess than 500 sq. ft.) ❑ Fresh air port at each habitable room. Ail Min = net 4 s inches each. Whole house ° Integrated system w/ fresh air ) exh ca into q• exhaust fan is required. ''>` ,. :g � return air du Will whole house exhaust fan be � - included? Nu ❑ Continuously operated heat recovery system.CMH! . tY,i gig'? /4;, gq.*,. F ysY,lR7Y?.Y4RYi7KlBi+S VRduY .y . 1. ,,. w.w .w «,,.,, ..,. -,.0 .a`r�i»alt�:a•L'•M. - r+- .cr..,..n, ,. .. - , 1 ■ . . . ti . ---\ ,,,..:41, 2001 EDITION TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS " FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Glazing Glazin U- Factor Wall Wall• Wall• Slab Option % /o Area 'u: Door 9 Ceiling2 V Above int ext4 Floor on of Floor Vertical Overhead" U- Factor Ceiling Graded. Below Below Grade Z �_ Grade Grade _ -1 _ 12% 0.35 0.58 0.20 R -38 R -30 R15 R -15 R -I0 R -30 R -l0 I Z II.* 15% • 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Q III. Unlimited 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 LLLL GGroup R -3 Occupancy CO W Only W I * Reference Case 0) WO } 0. Nominal R- values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 2 J 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor N area of 13 %, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot H W meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. _ - Z I-- 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. Z O ? 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -10, or on the interior to the same level as U O walls above grade. Exterior insulation installed on below grade walls shall be water resistant material, manufactured for its 0 H intended use, and installed according to the manufacturer's specifications. See Section 602.2. W W , Water System Proportionate Fair Share Agreement The proposed development at: (address) //G >C Sl (-/Z6 7/7/ 6(j).-e � • • (parcel no.) A 6% o c Z '//7 - X63 adds to the cumulative need for the accommodation for domestic and fire flow water service. The result of continuing development will be the need to undertake water system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest water L.I.D. or U.L.I D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. Owner (signature) Date Owner (print name) x t/e - C)C) Phone &o77,'. /4' :>1 pc Street Address / 37 - r�&0( , zap - Aug -$S73 City /State /Zip Code /o/ /1J //G i //u . ( z re Li' 6 -I 0 O 0 • 0 w= g2u w0 2 ga D =d 1w Z= zI- w 2o UN O- o H wW O .z w U N — O ~ z II 1111 111 20000804001244 CITY OF TUKWIL AG 10,00 08/04/2000 / F 14 :58 KING COUNTY, WA CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Return Address: CITY OF TUKWILA City Clerk's Department 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 Document Title(s): JJ P oYST efrt PoR,Tl ooh A" T -AI i2 yor6 9_,E6MElrt- LOT1OF HEM PEL Si-10 X PLTr L.qq 0003 Parties: Other: City of Tukwila, Washington M SM PEL_ SCCTT A Last Name First Name Initials Company Name (if business) NG39 464' A-ue 5, Address TucLo- City W State g8168 Assessor's Property Tax Parcel /Account Number(s): Zip Public Works: 2125197 litamersemar jY 14 •M t Water System Proportionate Fair Share Agreement Page 2 For Parcel No. I/ Owner:____5077- A 5h4-7 4- oco3 STATE OF WAST3INGTON COUNTY OF -Ntr�;r, On this day personally appeared before me .a.r iA .ray me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. ••� 1 CT: lit 1,ABV C=3 C• O CITY OF TUKWILA cs'tTit_ck -- liclWorks Director Given unAler my hand and official seal this ! day of Q u. Q .L. ' , '' tYi , to Notary Public to and for the State of Washington residing at: J�.�crr u, Lb1 frLL C.cr&rvi, seyi Xp U11/1 , 5 0 9 -03 Jul Li Iy 2cxC1 Date z �w re g O 0 W= • J � w O • a =w f-= zF � o z�- • w U0 • •oH- w w. 2 O. Z. • z •�1 �. ( , .— -- — - - -- ._r r - '.s.. • " J��11LA, w ' ` , 9 . , J = y A % j 0 City of Tukwila Steven M. Mullet, Mayor in °•. , iii / `2 Department of Community Development Steve Lancaster, Director 1908 - Z July 30, 2002 • e — .-- — r�r - .\ ` I „ — .. J �.11LA, y�;� 0 1P -41 %.- L' ; City of l u/l Steven M Mullet, Mayor t;. -1Ij e - j 0 i ri -; `•. 1 4ST 2 Department of Community Development Steve Lancaster, Director 1908 PLANNING DIVISION COMMENTS z ,� w re 2 J U DATE: July 25, 2002 v o 1 1 Gurdip Singh w i RE: Singh Residence: D02 -214 —i F.. ADDRESS: 14639 46 Avenue South w o I S u. Q 1. Please review the following comments listed below and submit your revisions accordingly. co a If you have any questions on the requested revision, Carol Lumb is the planner assigned to w the file and can be reached at 206 - 431 -3661. z w o w 1. Please provide a site plan, with a north arrow and correctly dimensioned, that shows D o the correct layout of the house on the site. The site plan indicates that the scale is I /4 — 0 inch equals 1 foot, however, the dimensions indicated on the site plan do not match the w dimensions when using the 1 /4 -inch scale. Please also note, a preliminary review of the ui v ' "mirror image" of the proposed house seems to indicate that the house does not meet w p the side yard setback on the west side of the site. iii z U_ 1 /- 0 1 : z i f j ?I j r.e4, ' .• A El `? . c;\mydocs \general\2002- Memos \.D02- 214\doc 2 ,„1,.., t. =,, t . ,.; 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ����''�', ,* 0111 --.041St '. Q1P+ ibvWei t% Nmafm* NkMlq! MNM{! HNR!% sl M}!?++ N.+' T' w. s. e. w+ mx+ w. yµw r... .............. v..,,...,......_,,.,..., n y ay p, yywnrmrcawre •..•' +l.ewnxefot a.irret sea. n•. wnn n• Mn+ rt+* rra.. N•I.- r: m. ..ewn.......rrvr.wwt.- ........ , I . 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -214 DATE: 08 -05 -02 • PROJECT NAME: SINGH RESIDENCE z 46TH . F- = Z SITE ADDRESS: 14639 46 AVENUE SOUTH re MI j TUESITHURS ROUTING: 1 Please Route 1 g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-03-02 Approved ❑ Approved with Conditions [�'1 Not Approved (attach comments) ❑ _ Notation: REVIEWER'S INITIALS: DATE: 1 0, 0 44 :• . Permit Center Use Only 0 ' y rl • CORRECTION LETTER MAILED: t 7 • Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: t 'A:4-t, !:, :P` . - ;, PERMIT COORD COPY ,�� „�,:c�,tt.,:, Documents/routing slip.doc 7. 2- 211-02 r+ #.Yy:tw +) sly k A;:,,•?, , r.i.'.' . .. ';SFi:La:+ •: '+NJtw:!hN'eRMkrt.*4lM1tl)F{hity aw �,.wti.0 au.wuu ursi+.L•” . • 4 r r -..,. s:. ` PERMIT COO RD COPY PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D02 -214 DATE: 07 -23 -02 , PROJECT NAME: SINGH RESIDENCE z SITE ADDRESS: 14639 46 Avenue South ;� z X Original Plan Submittal Response to Incomplete Letter # _J p . CO Response to Correction Letter # Revision # After Permit Is Issued J H ■ CO tL W O DEPARTMENTS: 1 �Zy OZ 1 eca-LL D 51T- l �,L N Building Division [� Fire Prevention ( 7� Planning Division = d Public Works I— W [a Structural ❑ Permit Coordinator 1 Z = ' O WW DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -25-02 2 n U h- Complete E.] V 1=1 0 Incomplete Not Applicable Comments: W w • H U } 1 )- - ~ O Permit Center Use Only 6-I Z N INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: H Z , Departments determined incomplete: Bldg ❑ Fire ❑• Ping ❑ PW ❑ Staff Initials: Z • ti TUES /THURS ROUTING: ' i Please Route ❑ Structural Review Required ❑ No further Review Required ❑ . REVIEWER'S INITIALS: DATE: 1 APPROVALS OR CORRECTIONS: DUE DATE: 08-22 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) El Notation: 'r • REVIEWER'S INITIALS: DATE: 4' P Permit Center Use Only , y � ' ,,y1,u ' rN'tY! /'* tir•:5 MtF`fr� CORRECTION LETTER MAILED: t Departments issued corrections: Bldg ❑ Fire Pin p g ❑ Ping ❑ PW ❑ Staff Initials: 4�� ,r�.r, it ( D C0 I ` ;',4 7 Documents routing slip.doc Y '- ' � 1 `t 0 O t `� ,. 2 -28.02 !1 L. w:.t ! ;.,fit t. t ..oa4 , , . � k'� 1q' p1^ XNMhTiIFli+ %'NA.M.MIF?rW3MTMfr1�N.a +r.ml.t m s- ..r....�........ .. .._... ........ .wr. .r....1iy,[ W....- n•xr�. y.. ........ x.x -w..r x.r.. »..,.. u »..o�r�.n mn.ar •.z..i,t-- -, wrY.F')t 4. Yry 1. In.'�"f:AY.Y.h 'n, . ' . 1 .. ! PROJECT NAME: � ��"` ' s ' O �" J ` -E PERMIT NO:. ZC2 - Z /(/ Site Address: / 6.39 4'4' .9v S - • . - -- Original Issue Date: 8'z7 REVISION LOG . • Revision I Date Stag i Date i . 'Staff No. 1 Received I Initials Issued ! z Initials Q l I /Z -.:'--O Z i Se:S I 1 W Summary of Revision: A� =U-,� ',� G�/� -� zt - . ,e*x ir...,. 4L 7 Received By: r� Z = t tr - - print) -_1 F- w Revision Date ! Staff Date Staff No. , Received i Initials Issued Initials u " I 1 1 I_ Summary of Revision: Z 1- . ZO ww Received By: �p (please print) U s `+ 0I•— : w W Revision Date Staff Date Staff F No. Received Initials , issued I Initials 1 1 Summary of Revision: p z Received By: (please print) ' • t Revision Date Staff Date Staff No. Received Initials Issued Initials 7 1 . -_. 1 1 1 . Summary of Revision: Received By: (please print) i, Lf �. Revision Date Staff Date 1 tatt No Received Initials Issued Initials�rV, Summary of Revision :!►`!►` Received By: . .'f'a %!e s� (please print) ''w ..... Yl tclR6'! s' ri^ tmro: 7vf�+ �v, r. �wrv+ nnsr. t; nthr ..wciu'itn7a•- zn.n..,:•;tnr.n ... ,.. i 41411-A, ,'w • ,^^., AJ 4s of Tukwila ' ', City o . ip i Department of Community Development - Permit Center 1 '.O, ` ` � ` 2 6300 Southcenter Blvd, Suite 100 ail►. Tukwila, WA 98188 `.... /1-.... 0 (206)431 -3670 8 . z ,. ,.d ��;' .;t ; ;rpiL��, , ` �ry,.. tvY, *� ' }t ,4 ;�� ., �. ':<' >Y��!, .,v+2 +3� �4, Y .31 oh^�r ,� 4,a 4+'te � } r ,, ,+ y; ,. i �' �n c + -.}; �J' 1 :24 ; ;r ,t ; .: #':� r:'. o H Yf �" i k u' n'x' p C7 41 Ha /. /' v1 . . r �wI '� ,, yi 9y` s.�.. i C } e ' s s.. ,�J •: , = z :.p } t�� n.!$.,, s ! a t! � :"7:�t �• �.,.'{.. .1. 1 .9: "kh. j' ... r i ('4t @ ,��r� ;' , � ., s N,S M ?,4.'., F, . :5 { _ .,,,., r a y } c M'z j S r r .. , } , , . .. . ... 1 ri .;Ai!. ' A/ w ce G Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v U O through the mail, fax, etc. w 0 J `, Date: Jc?— 30 - o'7 Plan Check/Permit Number: P — oz '071 / co w w0 El Response to Incomplete Letter # g 5 u_¢ 12 Response to Correction Letter # 0 a r;Xt Revision # 1 after Permit is Issued 1— w z i.- Project Name: 514) H Q S / �L (I'l C� M w )6 3�� / Q rii Proj Add ress : ��/ / 9 6 ' i �GG� / — �c�S'�.b 0 N ' O— Phone Numb 0 ~' A, Contact Person: g 2v b— 2 �� q U ,,nn ww ., Summary of Revision: E • 1S all ' 1''.e a'✓ ' , ,G/4.4* 1-- c.) L 5 r( e:( a otwL in f -"e ct , -- do Cli z 11— O z • RRECE '. 4 t Y OF TUKtW /(LA ` U L U 3 0 2002 ':Fin. 'T CENTER l e / Q h c ,-� `ri Sheet Number(s): V� u +` "Cloud" or highlight all areas of revision including date of revision `" °t •K•y '�f4sN. �t� Received at the City of Tukwila Permit Center by: � � ' te ,... '' CV Entered in Sierra on /2 ' 3 t`'C Z � „ 08/30/00�r tg'# . .,. ... ... a ......... .. a... ., J':.'. der .u....a..np.,i�+.'.f:.'.tn ... .. ........ . �.,.,...... +w ...,r...,..,.. _ a,v.. ... .,. .._ ... ...... . l-. - - -,. ,— , .. . \.# : r ry Wt City of Tukwila o 4 : PY • Department of Community Development - Permit Center N ..di � �;,_ o 6300 Southcenter Blvd, Suite 100 eS , /. Tukwila, WA 98188 11 A '\.- M''' 0 (206)431 -3670 1908 - . z ` {r,: ?:J:y:F�'�`:�: u�, y, ." "j' � ��" t. }i • ?� "v, i. �. . i w`ry i-' r ,�k k� � ` ,fi t , r;5 ,�. . : v 4 , �Vi 1 TTb } ♦ i sl r w N ,s �,rL,- : ;s ;;+ 0, { S f }TAL {1 t - ,• c r W f it �� � � { � ��y'< < u 4c, �" 7 £�v � a ��r. � �;_.�, } � , ,.�.., n < r i , r 1 �. : i .tl � � i � C ��. �y C;SI �tSmtA ru; a.� i.x t��9 .,F£Vx , ? .... •i '� F .. e {r' . ,�. r , ... �.<; u .. t.. .. , t' . s , r;� r ,�}- � e . _�( , - . r - , . • , 1 1- rt C r " W = ',? JU ?} 0 0 N 0 W W ■ i J H `' W WO ' Certificate of Registration. • . Receipt expires Mark von • 1 t)-0/c;2__ ) 1 F625- 036 -000 registration verification 12 -98 i h * t f 4 , ?• ... ..,,�r: �..:: r <.. r.:.:.... 1.... 1 . i:,.. n. w,.,.:..: ��v. r.. u:+ a; LI. L:...` Yr•.:.. wl• 1ti: sst. u..! v. l: l i.".: sJ'. ll': e.. ird..: s • N«:iY , i:u+�l(r.`wi.r•Gla'.4u.. aw ..a ... ..•.u.+w•...r.,..r............e . w.rr.....r . a......nrw.H rw.•»w.lWf'M'M/tF�vn .1 hese plans have been reviewed by the Public Works Department for conformance with current t'aty standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field inspection by the Public Works utilities inspector. These plans lave been rrrirared he rtr.c Works I)epart cnt for conformance with Cite standards. A\cceprance is subject to «-s omissions which d6 not authorize viol:uioox od a.riopted standards orordinances_ The it owsa3,iit'r:c• for the adequacy of the design rests totally with (1U' -ncr. Additions, dcic ions or tevisiotas to dteie Jn.tiings after this date Al void this acceptance r,d will require a resuburii 4 of revisc+tl drawitt subsequent approval,. Final acceptance subject to fie \Inspect on by the Public Wetrks utilities inspector j, Sewer % 1 RECEIVED N ( CITY OF TUK`NILA PERMIT CENTER DEC 302002 FILE COPY RECEIVED JAN 0 2 20r TUKWILA request for revision filter repair storm drainage site plan City of Tukwila SHORT PLAT NO. L -99 -0003 CONC. MON. WITH BRASS DISK (PER ROS 103-24) W. LINE OF NE 1/4 GRAPI-ITC SCALE ( IN FEET ) 1 inch = 30 ft. VICINITY MAP N. T. S. 1"99 S. 144TH S7. S. '146TH 5T. 5 ?f ~ 5. 144T4 ST. R/w RECORDING NO. PORTION OF THE NW 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, W.M. ..00OQ 707 6, &)0 Q2 R/w POK3 4 PER RO vol 5 787.60 (M) (R)S87.55'40'- (BASIS OF BEARNVGS) (10; '735 S. 146TH STREET 1387 86'(C) /— FOU 0 REBAR AND CAP LS/ 23604 .03'f & . 12..S OF (PROPERTY CORNER N8759'07 'W 25.00' NE CORNER 0 LOT 11 OF ADAMS HOM TRACTS 123.84 NW CORNER OF LOT 12 OF ADAM'S HOMES TRACTS LEGEND: 1,39 S R . MONUMENT IM SET 2X2 WOOD LINE STAKE • SET 5/8' REBAR & GAP LS%29537 IL SET OR FOUND PK NAIL O FOUND REBAR (NO CAP) (R) RECORD OF SURVEY ® SEWER MANHOLE O POWER POLE 1:1 FIRE HYDRANT WATER DST. /125 )( TRAVERSE POINT (C) CALCULATED DISTANCE (M) MEASURED DISTANCE w WATER METER ❑ STORM DRAIN CATCH BASIN • SEWER CLEANOUT THE E. -WE OF THE MM f, 4, NE 1/4, OF .58758'15'E FIRE ACCESS 20' EASEMENT FOR ING SS EGRESS AND UTILS. of Sb 06 . TREE COUNT: 1 FIR 18" 2 FIR 16" .3 F7R 16" 4 APPLE 12" 5 FY? 16" (2) 6 MAPLE 16" 7 MAPLE 76" 6 MAPLE 28" 9 MAPLE 18" 10 MAPLE 16" 11 MAPLE 16" 12 MAPLE 16" IJ MAPLE 18" 11 DECIDUOUS 16" (2) 15 CEDAR 16" 16 MAPLE 8" (4) 17 DECIDUOUS 4 " 18 MAPLE 6" (10) 19 APPLE 12" 20 APPLE 12" 247.78' S.ILIN£OF THE N. 1/2 OF 314 LIAAAMS 1Ho 1 ACCTS K 11 PROPOSED 20' WIDE DRIVEWAY ACCESS FOR LOT 2 $00'20'45 T 119.79' 10' WIDE AREA TO BE DEDICATED FOR R.O. w. PURPOSES TO THE CITY OF TUKW ILA, UPON REC. OF THIS SHORT PLAT k- °1S. 148TH STREET CRONES Sc ASSOC. LAND SURVEYORS (XPR[S 6/27/01 (�V7 o.:eaara�.roafo4: a4U /I” 6 -2 -2000 SHORT PLAT FOR SCOTT HEMPEL DWN. BY BON / MIS CHKD. RY OCTOBER, 1998 JOB NO. HEMPS- 1A.FLX SHFFT RECEIVED CITY OF TUKWILA JUL 2 3 2002 PERMIT CENTER City of Tukwila SHOT PLAT NO. L -99 -0003 DECLARATION Know o0 men by these present trot we, the undersigned, owner(,) In fee slnple of the land heroin described 6.b hereby make a Short subdivision thereof pursuant TO RCW 1817.060 and acknowledge that said subdivision stall not be further divided in any manner within a period of five years,, freer dote of record. without the filing of a ittai plot. The undersigned further declare this snort plat to be the grophk representation of sold short subdivision and the some is mode with the free consent and in accordance with the &sire of the owner(w). In witness whereof we set our hands and seals. DEDICATION Know oil people by these presents that, we • the undersigned owners of Interest in the land hereby short subdivided, hereby declare this short plot to be the graphic representation of the short subdivision mode hereby. and do hereby dedicate to the use of the public forever on streets and avenues not shown os private hereon and dedicate the use thereof for all public purposes not inconsistent with the use thereof for public :highway purposes, and also the right to make all necessary slopes for cuts and fills upon th4 lots shown thereon in the original reasonable grading 01 soid streets and avenues, and further dedicate to the uSe of the public all the easements and tracts shown on this short plot for oft public purposes as indicated thereon, including but not limited to parks, open space, utilities and 4roinoge unless such eosements or tracts are specifically identified on this ,fort plot as being dedicated or conveyed to a person or entity other than the public. In which case we do hereby dedicate such streets, easements, or trocts: to the person or entity identified and for (he purpose stated.' This subdivision and dedicotion is mode with the free consent and in occordoncc with the desires of soid owners 5172 A • (Print Name) /j/:r- - ''G7'4 A• (Address) 7%.41!$,.,; Ibt , "4t" (Phone Number) p . Jupber) il)(4 1 A Pa A PrA Frei T thCE Pat ii)ef)1 Print me) v#J -1,,41 wee) is tarivv4 G►rt►Lr 1 Y(w . 71ROo e4 7y,,N SV 2-tk rue): 57E -I{fY0 Signature) Signature) STATE OF WASHINGTON County of King On this day personally appeared before me - Xerk.,t, Akin rcPirgi to me known to be the,illgividual who excuted the for oinq inetrumert and acknowledged thot F A_ signed the some as votuntoy oct and deed tor the uses and purposes mentioned therein. GIVEN Aunder my hand and Q' II„ official seci this qt ee C day or Signature: R4Nti t R. T. ale Nome of commissioned: T Title N ti i 1 ►,it C, Ny appointment .expires: t5 • `'t • C.2� STAT ' OF WASHINGTON Coun y Rh,<;ng • - On this day person LIt1 personally appeared before me Likkk) 1 r' Pt 4 Pz19 to me known to be the Individual who excu(c the foregoing Instrument and acknowledged that he /she signed the some os his /her volunary oct and deed for the uses and purposes mentioned Mervin. GIVEN p ` 20 hand o d official seal this 5.314-- Oay o 1BtRI RK111PiGS w Signature: % AA)- CommIsslon a 1181820 errs S �t��1� t Notary PubpC — CdYesrsip of -commissioned' Nisi Ventura County 1 r� Comm i x es 25, Title '" D O.v y `\ . A i $- Ny appointment expires- L (IC) Z)O Short Plat Number RECORDER'S CERTIFICATE ,a -'o r filed for record 00s.1.4....doy or Z1.4.4 20:04otA..M in book..). ,..offs4r.at poge.wi:.4ot the request of James D. Crones Ma)r . .J�A.l.,c1.t.*....(rt�.as Iiwo -x-+ r• Supt. of R9cofth. APPROVALS: DEPARTier OF PLAMl1G cOM•1t1J'Y,DEvEL OPrtNT E ;appr "e"�, d ZoQQ Leer-- Ctdrpwson Short Suadviean Committee PUBLIC WORKS DEPARTMENT Exovtined old approved thb � d1y of S�3d1�- --, 20),p Works Director DEPARTMENT 0= ASSESSMENTS Exontined ono opprovsd this °26 boy of �vE� seatC No6Le Assesso De •• y Aseessor Account Number o a }L OP o 7s's' 20ao RECORDING NO. .2100 00 7 _2.G. ,coo o VOL. /PAGE /3 9 S4 PORTION OF NWY 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, W.M. TOTAL LEGAL DESCRIPTION: THE NORTH HALF OF LOTS 11 AND 12 BLOCK 6, ADAMS HOME TRACTS AS RECORDED iN KYLMIE 11 OF PLATS, PAGE 31, RECORDS JF KING COUNTY, WASHINGTON. (40,021.5 SOUARE FEET) REVISED LEGAL DESCRIPTIONS: LOT 7: BEL�NNING AT THE NORTHEAST CORNER OF LOT 11 BLOCK 6 OF PLATS PG 37; HENCE HOME TRACTA N8759'O7 W AS REC NORTH I OF LiNE OF SAID LOT 11 A DISTANCE Or 13385 F£T 7O A PONT ON THE NORTH LINE OF LOT 12 OF SAiD ADAMS HOME TRACTS THENCE SOIV958"W 77.65 FEET, THENCE S8758'151- TO THE WEST LINE OF SAID LOT 11 A DISTANCE OF 133.87 rT£T- THENCIE NO1129'00 f ALONG THE EAST LINE OF SAID LOT 77 A DISTANCE OF 77.68 FEET TO THE POhVT Or BEGINNING;• LESS THE EAST 10 FEET THEREOF DEDICATED TO MT CITY Or TUKWrLA FOR RIGHT OF WAY PURPOSES LOT 2: COMMENCING AT THE NORTHEAST CORNER OF LOT 11 Lem,- 6 OF THE PLAT OF ADAM'S HOME TRACTS, AS REC. iN VOL. )1 OF PLATS, PC. 31; THENCE S01V9'O0 W ALONG THE EAST LINO er SAC LOT 11 A DISTANCE Or 77.68 r,TT 70 THE POINT OF 6EG1iINiNG THENCE CONTINUING SCI U9 00 "W ALONG SAND EAST 1 WN£ A DISTANCE OF 77.68 FEET; THENCE N8757'23"W 1:3.89 FEET: THENCE N07'09.58'E 7765 FEET; THENCE 58758'15T 10 THE EAST LVIE OF SAiD LOT 11 A WSTANCE OF 73.5.8/ fL7 70 7HE POWT OF B£CiNN/NC; -£SS THE EAST 10 FEET THCR£0.` CCDICA TEO 70 711E CITY or 7LIK*ILA FOR RIGHT OF WA r PURPOSES rA LOT 3: • BEGINNING AT THE NORTHWEST CORNER L LOT 12 BLOCK 6 OF THE THE PLAT OF ADAM'S HOME TRACTS AS REC. III VOL 11 OF PLATS PC. 31: THENCE 5011055 "�Wc ALONG 1 T' WEST LINE OF SAT^ LOT .,, w "'..;w.- Cr :761 F7 T; T (NC£ x8758'75'E 123.87 :'EFT,• L" THENCE NOIV9 58f 7765 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 12; THENCE N8759 07 "W ALONG THE NORTH LINE OF OF SAiD LOT 12 723.84 PEST 720 THE POINT OF BEGINNING. LOT 4: COMMENCING Al IHL NORTHwESI CORNER OF LOT 12 BLOCK 6 Of THE PLA7 OF ADAM'S HOME 7RAC7S, AS REC. 1N VOL. 11 OF PLATS. PC. J1; THENCE SO1'1055`'1 ALONG THE WEST LINE OF SAID LOT 12 77.62 FEET TO MC PO /NT or BEGINNING; THENCE CONTINUING S0170 55 "W ALONG SAiD WEST LINE 7762 F££T THENCE 56757 23T 123.89 FEET, THENCE" NOT179 58 "E 77.65 FEET ;; THENCE N87 58'75 "A, 12167 FEET 70 THE P07117 OF BEGII✓NiNG. CITY TREASURER'S CERTIFICA I E There ore no delinquent speclol assessments, and all special assessments On any of the property thot is dedicated as streets, alleys or for other public use are paid In full. this Examineo and approved by the City of Tukwila finance n Deprtment y J )K 4,kriC/cOC.R1RJE..N Finance Director COUNTY TREASURER'S CERTIFICATE 1 certify that all property taxes are paid and thot o deposit hos been mode in sufficient amount to pay the taxes for the following that there are no delinquent specid assessments certified to this office for collectlon; and thot oil special ossessments on ony property herein dedicated as streets, alleys, of for other public use are paid In full. Examined and approved by the King County Finance Deportment this boy of Deputy King County Treasurer King County Treosurer LAND SURVEYOR'S CERTIFICATE This Short Plot correctly represents o survey mode by me or under my direction in conformance with the requlremen's of the appropriate State and County Statute and Ordinance in March, 1998 Certificate No. 29537 BASIS OF BEARINGS: THE BASiS OF BEARINGS FOR THIS SURVEY IS 7T• CENTERLINE OF S. 146TH STREET, .4S S'LCiWN (N8755'40 "W) CROSS REFERENCE: REF. RENCE IS MADE TO THE FOLLOWING SURVEYS FOR SEC70N SU8OI 7S10N AND 71E INFORMATION: RECORD OF SURVEY BOOK 10,E PALE 14 RECORD OF SURVEY BOOM 89, PACE 56 RECORD OF SURVEY BOOK 74 PAGE 63 RECORD OF JIURVEY soot( 24. PAGE 87 AD44'S HOME TRACTS VOL. 11, PG; 31 R£C7RD5 OF K/NC COUNTY, WASHINGTON N CI'ES: FIFO MEASUREMENTS FOR THIS SURVEY PERFORMED w1Ti' A 2` TOPCON CTS 3E1 INSTRUMENT, BY TRAVERSE ME•I�NODS AND MEET OR EXCEED ACCURACY STANDARDS OF ,: 10,OOOt THE BOUNDARY CORNERS AND LINES DEPICTED ON PK MAP ARE PER RECiORD TITLE INFORMATION AND REPIESENT DEED LAVES ONLY. THEY 00 NOT PUR'ORT TO SNOW OWNERSHIP UNES THAT MAY OTIKRNLISE 8E DETERMINED BY A COURT OF LAIR 7HE BENCHMARK USED FOR VERTICAL DATUM ON THIS ItJAF IS CITY or TUKWILA am. NO. 16, LOCATED ON s 106TH 5T. 400• EAST a HIGHWAY 99, PK NAIL. EL£(ATVTN - 29205' Lori SQ FT. - 9.616.06' LOT 2 SO. F7. - 90619.75" LOT 3 SO. FT - 9614.21' LOT 4 SQ F7. - 9,615.90' TOTAL SO. FT. - „j8, 46Z92' PRIVATE ACCESS, UTILITY AND STORM DRAINAGE MAINTENANCE AGREEMENT: L07i 3 AND 4 OF THIS SHORT PLAT SHALL HAVE AN EQUAL ANL UNDIVIDED INTEREST IN THE PRIVATE ACCESS, PRIVATE U7N,7TY. AND PRIVATE STORM DRAINAGE SHOWN) HEREON ANT, SHALL B£ £DUALLY RESPONSIBLE FOR THE MA/ITENANCE THEREOF. EASEMENT LINE /CURVE TABLE: :LWE DLS7. BEARING L1 100.32' N8758'15 "W L2 20:00' N1 V9'00 L,3 101.01' N875B'15 "w 37.75' N1V958 E 45 20.00' N875B'75.W L6 140.02' NIV9'58 EE L7 20.00' N8757'2J'W L8 X46' N1'09'58`f LE DELTA C1 8910E 13' C2 90'51'47' RADIUS 23.20' 23.20' ARC 36.09' 36.79' SANITARY SEWER INFORMATION: SANITARY SEWER MANHOLE RiM £LEVATiON: 11674' LE. IN FROM SOUTH, ELEV. 10.104' LE. OUT 70 NORTH, ELEv: 702.94' CATCH BASIN INFORMATION: CBI CATCH BASiN TYPE 1 PIM ELEVATION: 119.72 12" STEEL LE. SOUTH, ELEV.. 116.46' 72" STEEL LE. EAST, ELEV. 116.36' C82 CATCH BASIN TYPE 1 RIi ELEVATION: 119.37' 72" STEEL LE NORTH, ELEV.: 116.77' CB3 CATCH BASIN TYPE 1 RIM ELEVATION: 107.96' 8" CONC. W FROM NORTH, ELEV.: 706.76' 16" CONC. LE. SOUTH, ELEV: 105.86' CRONES & ASSOC. SHORT PLAT FOR SCOTT HEMPEL LAND SURVEYORS 23$08 190th Ave. S.G Bent WoehkplgF $e042 (425) 432 -5930 n • 1 DATE . ,108 NO. OCTOBER, 7998 HEMPS- 1A.FLX SCALE SHEET 1 "�5O• ..�.�- .-.1.. OF 2 tl A RECEIVED (TN nr T''Kr,' 0 ,ill! /firs.) D02,2,140 • tl • elevation revisions elevation DRAWING NO. Structural specs. continued 3 Plumbing & Electrical All motenols, equipment and methods of instoilllotion shall be in occordonce with the condit :ons o! provided for in the Uniform Building Code, and opplicoble state or local codes. When the owner's property IS not located on a municipol sewer sy.;tem, the owner or contractor shall be responsible tor the submission of 'Ions to the Building Dept. for approval of o septic tank and droin field in accordance with current local requirements. 4. Heating o) Ali hot oir ducts to be overread in attic. unless specified otherwise. b) Cold air return registers to be located and installed for maximum efficiency by qualified heating contractor. 5. Roofing a) Roofing materials to comply with the applicable section of the Uniform Building Code. 6. Windows o) All sash must be approved by local authorities - vinyl and slide openings unless otherwise indicated. 7. Site pion a) Customer or builder to provide property elevations at points marked before applying for mortgage or building permit. b) Customer to provide north arrow on blonk compass rose provided at site pion. 8. Miscellaneous o) Bose moulding at all floor and wall junctions where required b) Provide drop ceiling over 5' tub and shower, grab bar, shower curtain rod, towel bar, and tissue holder (provide backing) c) Floor finishes bathroom vanities, bath splash, and kitchen cabinets to specifications of owner or builder. d) Approved locking medicine cabinet to be installable in at least one bathroom. Foundation Notes: 1. Install 54" diameter Simpson SSTB1 6 anchor bolt where shown for Simpson HD2A hold -down above. (install per manufacturer's specifications) 2. Connect A.B. to hold -down above with Simpson CN5 /8W couple,- nut & Sri" dia. olI- threod (verify length on -site) General Notes Where "SW" is noted on plans: Install 1,6” CDX plywood or 76" OSB sheathing (verify with contractor) both sides of shearwali 1 (SW). Use 8d common nails © 3" o.c. edge & 6" o.c. field typical all studs plates & headers. Verify hold -down types & locations with foundation pion. Where "IBP" is noted on plans: Install 1/2" (min.) gypsum wallboard panel 4' -0" long both sides of wall. Nail with 5d cooler nails or use 1 54g" wallboard screws 0 7" o.c. (per UBC table 25 -1) all studs and plates, stud spacing 24" o.c. max. verify installation of double joist or blocking below (interior braced wall panel per 1997 UBC, section 2320.1 1.3) Minimum insulation required to comply with the Washington State energy code is as follows: Floor (slab). Wall: R -15 / Ceiling: - i�-- -- 0 vauL`le4 R -38 4gT1� „L Doors: Wood Windows: Vinyl (summi or better)— ik{ .�I7 Furnace type: Gas Minimum furnace afue: 80% Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. REFERENCE NO. REVISION SAP J 13' -8' 9' -Cr \CP KITCHEN 14' -0” t) 0 REF DINING 8'- 8.9x_9,2 6' -O" 3 " -0' s'x6' 16'-6" 6' -6' 12' -0' 0 NOOK c-) 0 0 _4)S A^-• FAMILY 9' -4" g \w 6'- 8,9x„9,2 _ 9,9x_9,Z UP 36" MINIMUM HANDRAILS TYP. 42" MIN. GUARDRAILS SMOKE 10' -8" ALARM BATH Mir50 2'6 "x6'8 (HW)CLOSET - god. LIVING 7-4 9'x8 ARCH TOP WIN. ENTRANCE 3'x6'8" 3'x6'8" 1o' -0_ v 0 DEN 0 O 5' -2" x6' 0 in 14' -8" 10. -0" -11 }' 63 -8" 9.9x_S.Z OFFICE 2 "X10 "916 "O.C. v C-10" WALL GIBER iti 17' -7" GARAGE WALL GIDER 3-2"X10" 3-2-X10" 29' -0" 11 II II II II I1 I I 11 11 11 10' MAIN FLOOR SCALE:1 /4 " -1 ' MAIN FLOOR AREA = 2274 SQ. FT GARAGE AREA = 580 SQ.FT TOTAL MAIN FL. AREA = 1694 SQ.FT i TITLE PROPOSED RESIDENCE FOR GURDIP SINCH LOT #y 14639 46TH AVE. SOUTH • 0 4 0 \ 'l 461.es:, It& kowies '41 Ixe, km.A17 NtI;ved%, it-12- iksk i.e, $050 . ,AAN 00. „ 0 RECEIVED CITY OF TUKWILA JUL 2 3 2002 DD01 --1313 P3 4 4 .p,14 i DRAWING NO. NOTE: 22'x28" ATTIC ACCESS TO ALL ROOF SPACES M.BEDROOM CLOSET OPEN TO BELOW BEDROOM CLOSET 1 6'x5' W /ARC/ 5/0 TUB/ SHOWER BEDROOM BEDROOM TOP FLOOR SCALE:1 /4 " -1 ' TOP FLOOR AREA = 1520 SQ.FT OPEN AREA = 89 SQ.FT NET TOP FL. AREA = 1431 SQ.FT REFERENCE NO. REVISION BY DATE SAP F.A.R.: TOTAL LOT AREA =9597 ALLOWABLE F.A.R.= 3634 ACTUAL F.A.R.= 3025 SITE COVERAGE: TOTAL LOT AREA =9597 ALLOWABLE SITE COVERAGE XX %= ACTUAL SITE COVERAGE =2398 1 hillon rafting TITLE General Specifications 1. The Contractor or the ^caner shall verify all dimensions, materiels and conditions shown on the structural drawings or noted it the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solut :on shall be their sole responsibility. 2. The Controctor and the Owner shall ensure thot the construction complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials. equipment and components etc in accordance with the manufacturer's instructions and occepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such os soil bearing capacity. depths of frost Tines or water tables, or buried structures, etc. The purchaser of these pions shall be responsible of these plans & shall be responsible for the correct siting on the house of the property and for confirming with all requirements far siting. We do not guarantee that o house pion will fit a particular property unless we receive in advance of the plans purchased, a legal surrey plcn of the property and a copy of the applicable zoning by —lows stating the required setbacks from all aroperty lines, and unless we undertake in writing that the house will conform to the siting regulations of the by —laws for the particular parcel of land. 5. Construction: loads on the structure ccused by intF: irn storage of materials or use of equipment shod not exceed the design loadings. 6. The designer shall not be responsible for L,•".y departure from the drawings ana specifications authorized by any official /luring the course of construction. Dimensions shall in all cases take precedence to scale. Structural Specifications 1. Concrete a) General: all concrete to be minimum 2000 p.s.i. Strength at 28 days unless otherwise specified. b! Walls: grades shown on side elevations are arbitrary. Owner or builder to adjust height of concrete walls to suit e-ade and adjust thickness of walls to conform to the height if required. Retaining walls other than the foundation walls of the residence are beyond the scope of these drawings. c) Footings: concrete footings must be placed on undisturbed or compacted soil of an elevation below the frost line. It shall be the responsibility o' the owner or builder to have the footings redesigned to suit existing conditions. d) Retaining wc's: backfill shall not be placed against basement retaining walls until: j) Concrete or masonry grout hos reached its specified 28 —day strength ii) Ard, the structural floor framing (incl. Plywood subfloor) required to stcbilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and adequately supported by concrete, metal, or other approved chairs, spacers or ties and secured against movement durirl i pouring concrete. Tack welding is not permitted. 2. Framing a) This plan is designed for a 40 p.s.i. Snow load and a 10 p.s.f. Dead load. It shall be the resronsibil ty of the owner or builder to c; �termine the snow load In the area in which the residence is being built 'nd make adjustments in the size of the structural members to compensate for additional loading, top the satisfaction of local building authorities. b) The design )f members used for structural purposes has been based on No. 2 or bitter Douglas Fir as shown in the "Span Tables for Wood Joist Rafters cod Beams" in the most recent edition of the Uniform Building Code. The use of different species of wood must conform to the same tables. c) All lintels to be 2 -2 "x10' unless noted otherwise. Al . load bearing beams and lintels shall have 3 1/2" minimum bearing. d) All concrete to wood contacts shall be damproofen with 6m1 polyethylene or 45 It) Tar satu'ated felt or pressure treated wood. e) Flash over all exterior openings. f) Caulk under exterior doors cnd both sides of chimney. g) Floor joists shall be doubled under all partitions which are parallel to the joists. DWN: HUNG PROPOSED RESIDENCE FOR GURDIP SINGH LOT# I 14639 46TH AVE. SOUTH DRAWING NO. SCALE: ! 1 /4" DATE: ▪ 155 /070 e2 CHKD: 3WC PHONE )90 -2808 1 DD01 —1313 P4 RECEIVED PERMIT t;ENTEF !Mr POST ON 10'X10' CONC. PER ON 311,3'X 10' CONC FOOTING I- CRAWL SPACE ACCESS CRAWL SPACE ACCESS J 1 DRAWING NO. 2`x 10'0 16'O.C. r CRAWL SPACE A ESS of: ME PLA7v. sHav/v REFERENCE MAIN FLOOR SCALE:1 /4 " -1 REVISION BY DATE Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bo brooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms sha!i be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Note. —Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. —All dimensions shown on site pion to be governed and approved by all authorities having jurisdiction before satarting construction. —Grade to slope a minimum of 1% away from building for surface water run —off, builder to be responsible for any regJired swales. —Any retaining walls required to be built according to good practise and are entirely the responsibility of others. —All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. DRAWING NO. RECEIVFfi CITY OF TUkv: JUL 2 ? ?T PROPOSED RESIDENCE FOR GURDIP SINGH LOT# 4 14633 46TH AVE. SOUTH CHKO: 1/4"- 1. 15/07/01 SWc 590-2808 PERMIT CENTE, DD01 --1313 P5 section site plan dhillon drafting These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to crmrs and of omissions which do not authorize violations hilicy adopted standards or ordinances. The rc po ih the for the adequacy of the design rests totally with designer. Additions, deletions or revisions to these drawings after this date will of revised revised draaJings and will require a re for subsequent approval. d inspection by the Public Works utilitie ilispeLior. site plan and storm drain and utility plan 1 SHEAR WALL SCHEDULE SHEATHiNG TYPE FIELD BOLTS * ALTERNATE FASTENER AT PANEL EDGES AND BLOCKING FOR PW & OSB AT ALL STUDS, TOP &'BOTTOM PLATES & BLOCKING FOR GWB USE 16d NAILS AT SPACING SHOWN STAGGERED 3/8" TO 1/2" MAXIMUM IN RIM JOIST OR BLOCKING NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL BE SHEATHED WITH MINIMUM 15/32" CDX PW OR 7/16" OSB OR 7116" T1 -11, BLOCKED, W /8d NAILS OR 15 GA. X 1 1/2" STAPLES AT 6" O..C. AT PANEL EDGES & 12" O.C. IN FIELD. LATERAL FORCE NETES SHEAR WALL GOONS' WC`1OH • N_1 - SHEAR WALLS DESIGNATED PLYwcuo OR 7/16" OSB, BL AT 6- O.C. OR 15 GA. X 1 IN FIELD. N_2 SHEAR WALLS DESIGNATED - • PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_3__ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 5" O.C. OR 15 GA. X 1 IN FIELD. N_4 WALLS DESIGNATED PLYWOOD OR 7/16'" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_5_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_6 SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_7_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_8 N_9 SHEAR WALLS DESIGNATED PLYWOOD OR 7 IN FIELD. SHEAR WALLS DESIGNATED C PLYWOOD OR 7/16" OSB, BL IN FIELD. N_10_ SHEAR WALLS DESIGNATED t PLYWOOD OR 7/16" OSB, BL IN FIELD. N_11 SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL IN FIELD. SHALL OE SHEATHED w/15,32` COX KED, ONE FACE, NAILED WITH 8d NAILS 1/2- STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15'32" CDX KED, ONE FACE, rNAILED WITH 8d NAILS 1/2" STAPLES AT 4. O.C. AND 12" O.C. SHALL BE SHEATHED W,15/32• CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 4" O.C. AND 12" O.C. SHALL BE SHEATHED W/1C132- CDX KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/1 5/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 4" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. J SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. ( wow J S /H�joA/ Lsra3o J'7 C41' £7 V' S4' M WALL /7t5 /GA/AriO,J s f-/oLpaK/A4s N_12 WALLS DESIGNATED PLYWOOD OR 7/16- OSB, BL AT 6" U.C. OR 15 GA. X 1 IN FIELD. N_13 SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_14 SHEAR WALLS DESIGNATED 1 PLYWOOD OR 7/16" OSB, BL AT 5" O.C. OR 15 GA. X 1 IN FIELD. N_15_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_16_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, B AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_17_ SHEAR WALLS DESIGNATED ( PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_18 SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. SHALL BE SHEATHED W/15/32" CDX KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/16/32" CDX KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 5' O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32' COX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 4" O.C. AND 12" O.C. J SHALL BE SHEATHED W/15/32- CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. J SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32- CDX KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. N_19_ SHEAR WALLS DESIGNATED 5 SHALL BE SHEATHED W/15/32' CDX PLYWOOD OR 7/16" OSB, BL CKED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. N_20 WALLS DESIGNATED (T� SHALL BE SHEATHED W/15/32" CDX PLYWOOD OR 7/16" OSB, BLACKED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. HOLDOWNS & ANCHOR BOLTS N_21_ USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W/22-10d NAILS IN DOUBLE STUD ABOVE AND BELOW FLOOR AND IN RIM JOIST (22 -1Od TOTAL) N_22 USE SIMPSON MSTA36 STRAP TIE EACH SIDE OF SHEAR PANEL W/26 -10d NAILS IN DOUBLE STUD ABOVE AND BELOW FLOOR AND IN RIM JOIST (26 -10d TOTAL) N_23_ AT FOUNDATION USE SIMPSON HPAHD22 HOLDOWN EACH SIDE OF SHEAR PANEL W/23 -16d IN DOUBLE TRIM STUDS AND IN RIM JOIST (23 -16d TOTAL) 6 /1"1141 DAJ ,6, r►e, fo,.) !VP A.N021 NoLDc w0') f{PA40 41 MAIN 5TORy SHEAi WALL ICES/4A./A77 A.1.5 NO[.00Wn)S A- OD /Mpr O^/ /,,a2 yoCDow,v 4k.// Ss7-g /4. A•d- c /1i'T owe 'STNO/Q HO/40We,! TH/L4 . X scup N_24__- PROVIDE 1/2" DIA. X 10- ANCHOR BOLTS w. /7` MINIMUM EMBEDMENT AT 4'-0- MAXIMuM O.C. INSTALL ANCHOR BOLT w /SIMPSON BP 1/2 SEARING PLATE WASHER. (DIMENSION£ 2" x 2" X 3/16 ") N_25_ PROVIDE 1/2" DIA. X 10" ANCHOR BOLTS W /7- MINIMUM EMBEDMENT Ai l' -0" MAXIMUM'O.C. INSTALL ANCHOR BOLT W /SIMPSON BP 1/2 BEARING PLATE WASHER. (DIMENSIONS 2" X 2" X 3/16 ") HORIZONTAL DIAPHRAGMS N_26_ ROOF DIAPHRAGMS USE 15/32' CDX PW OR 7/16" OSB, UNBLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AT DIAPHRAGM BOUNDARIES 3 12" O.C. IN FIELD. N_27_ FLOOR DIAPHRAGM USE 5/8" T & G PLYWOOD, UNBLOCKED, W /'Od NAILS AT 6" O.C. AT PANE_ EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP 4000 GLUE WITH (2) -1/4" DIA. BEADS AT PANEL EDGES AND (1) -1/4" DIA. X 12" BEAD AT 24" O.C. IN FIELD. DD (a\L& RFm'�FC CITY Cc ,, 1,40 A Mt_ 2 3 ?ON. PERMIT CENTEI RE5 /DEA/re FOR '4,11W1 ,7 S / &IGH LOT 1P4- /d? i% Art. So. rii.Awlk SCALE: ,vj�() ve APPROVED VED • -.—. DRAWN By eltc, DATE' ///9/ oZ REVISED l DRAWING NUMBER 5 -1