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Permit D01-354 - LEABO RESIDENCE - NEW HOUSE
DO1-354 Leabo Residence 4035 S 150 St uwn't'�ti;� . SAWS• i. ttf�1�Y. ��a ,f.a3n /f�.4.rtK:t�YrwRiiY�N • �J U; 1..) W a J W Z� F- O: • Z F- (-1; S W LL. F '' w Z: U �1; Parcel No.: Address: Suite No: Tenant: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: GREENRIDGE HOMES LLC Address: 6855 176TH AVE NE #235, REDMOND WA 98052 Contractor License No: GREENHL002PK DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,876 SQ FT SINGLE FAMILY RESIDENCE, 692 SQ FT ATTACHED GARAGE AND 100 SQ FTUNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING, STORM DRAINAGE. PROJECT ON VALVUE SEWER & WATER DISTRICT #125 WATER. THE PROPERTY ISLOT 3 OF HEWES SHORT PLAT L2000 -035. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm Name: Address: 0041000567 4035 S 150 ST TUKW City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 LEABO RESIDENCE 4035 5 150 ST, TUKWILA WA HEWES STEVE 14720 26 LN S, SEA TAC, WA DON LEABO 6855 176 AV NE #235, REDMOND, WA $176,877.00 Y N N N Y N N N N Y N N DEVELOPMENT PERMIT D01 -354 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 800 892 -8462 Phone: 800 - 892 -8462 Expiration Date: 10/15/2002 D01 -354 12/17/2001 06/15/2002 Fees Collected: $2,419.93 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut Private: N 15 c.y. End Time: Fill 15 c.y. Start Time: End Time: Private: N Public: N Public: N Printed: 12 -17 -2001 City of Tukwila Permit Center Authorized Signature: Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi pe it does not presu ' e to give authority to violate or cancel the provisions of any other state or local laws regulating constr ti. or the •erforma. I- of work. I am authorized to sign and obtain this developme• t per it. Signature: doc: Devperm D01 -354 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 12 -17 -2001 ;. N O- W W WI: CO IL i O te a' -J 0 • I: H O.. Vin: U ,W W. 1--- �; • • — O, U =± 00 Z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0041000567 Address: 4035 S 150 ST TUKW Suite No: Tenant: LEABO RESIDENCE PERMIT CONDITIONS Permit Number: D01 -354 Status: ISSUED Applied Date: 11/02/2001 Issue Date: 12/17/2001 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 3: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 6: All wood to remain in placed concrete shall be treated wood. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 9: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 15: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 16: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 17: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 18: THESE PLANS WERE REVIWED BY CHIEF 53. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE D01 -354 Printed: 12 -17 -2001 Patraaattffete ntreftbVgMratvgMzrejitmtgcornto*a t ftoew.,.rr. -rs t w4tV tMv"4"m't * ?WA'N'gtvd'Viepis,-",, ,,., , ,: k,,,,,,,res-N PI , n !o, , ht . ,,.,,,,.,. , „,,,- , ,,., r.,« raw. rra., a. t• r4+ n» awr. ari; tx+ v,., w,., r. rn,+ Ynr••, r.< a,; w, n.•..<>,, ar. a,•., e� ,.r,•f;+,q}�+n�?�:tt:nGN�?f'•PE Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PREVENTION BUREAU AT (206)575 -4407. 19: 20: ** *PUBLIC WORKS DEPARTMENT * ** 21: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructi'.n the performance of work. (C- 4 (l at.) W D01 -354 Date: ( z(` ') /)i Printed: 12 -17 -2001 P Name/Tenant: 6 �� � 0 C �� / Va e of Construction: i�// pD Site Addresst City State /Zip: eiD S . ( S 0 .> T T H /G,.✓, L..± r 144- y Tax Parcel N umber: Property Own r: Do `�4-, o 16 a 6j /l cc--,t) 02-, A 6. > s Phone: Poo - gq 2 -21L2- Str et Addr , City State /Zip: �o A Fax ##: `t " -- zO3 z— 85 /7 Ave Ne .8 i A-4 w� l(Pc'S>- Cor r /� �fZi�9c t IIPiw5 Phone: go o - BIZ -8q Street Address: ( ,. Cit State /Zip: b 0 , SS l 7 r'' Ave AZ �L3 r' /1'to4 AA- ,' 052- Fax It (-124 .-1 - 2-03,?.-- Architect: NI Phone: Street Address: 4 City State /Zip: Fax #: Engineer: Phone: Street Address: 4- City State /Zip: Fax #: DOA) Contact Person: G / I Phone.... w2 -8V6 2 — Street Address: City State /Zip: 4. sss /7 Ai& NE -L3., . / �,� p Li 4 - /0sz._- Fax #: y2,,r- css - 3 z Description of work to be done: , /t/gli✓ $// L-Z i hs, L 7 /hint 1-- 7 C- ❑ Addition - Single - Family Residence Type of work: New Single - Family ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ,,® Sewer El Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: /1 960 sq. ft. Dwelling sq. ft. Covered Deck(s) 2, sq. ft. Garage /Carport sq. ft. Accessory Structure(s) /DO sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF T11 Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 - ._,• R STAFF USE ONLY Project Number: Permit Number: b - .5 y 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De.artment ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Storm Drainage El 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- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING 0 R OR 4 O ' ' ZED AGENT: MD Signature: / /� 4ig Date: / , 3 / ^ O / Print name: 10 A.),49_1.70 L-t'-6D Phone: 8.4) S'9 /� L Fax ll:�y�ra � 3 Z Address: 68s - (7t', A 4j6 -. la. Z3 3 ,._- City /State /Zip /koa42, A, 4- 9J o S)-- G A rIL RES D NT L PE MIT APPLICATIONS MUST E SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Copy of recorded Legal Description from King County rig Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ® Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T AWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 4 E MgC 7VNLPA7{lKR�54�Ml�YI '} g71 ls 'xfRf.T�MY1pl:'l!}+i•1}�l`Yh�•L 4! L@ F�$ mCO� '1ff'.��:1�E'.li�:SY\�'1Y��1 ,• 1�iY.Wra:ril.iin �"S,!CMRYMrN.Yed'�.... ' Parcel No.: Address: Suite No: Applicant: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1-. Z, W : _JO 00 Wi J CI— u) W; W O Receipt No.: R010001565 Payment Amount: 9.24 g n ' u_a to D Initials: SKS Payment Date: 12/19/2001 10:55 AM = d User ID: 1165 Balance: $0.00 I— W 2 Zi.- 1- 0 Z I- 2 U � TRANSACTION LIST: 4 3 F— Type. Method Description W W' o H ti O Payment Cash 9.24 il Z W . OF', Z . Payee: ACCOUNT ITEM LIST: doc: Receipt 0041000567 4035 S 150 ST TUKW Current Pmts LEABO RESIDENCE DON LEABO Amount. BUILDING - RES PLAN CHECK - RES RECEIPT Description Account Code 000/322.100 5.60 000/345.830 3.64 Permit Number: D01 -354 Status: ISSUED Applied Date: 11/02/2001 Issue Date: 12/17/2001 Total: 9.24 1851 12/19 9116 TOTAL it$ •t ented: 12 -19 -2001 A srP::r . nnia ✓Jaesl,;;;�,1:1: u2.0 IiA''' " Nis ..talfwlro . "qt. - Receipt No.: 8010001556 Initials: KAS User ID: 1684 Payee: DON LEABO TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt itukwila Clly of 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0041000567 Address: 4035 S 150 ST TUKW Suite No: Applicant: LEABO RESIDENCE Payment Check 6840 Current Pmts Amount Type BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT 1 Z; 2 UO W co IL, W Payment Amount: 1,719.39 g 5 Payment Date: 12/17/2001 11:06 AM W Balance: $0.00 _ Z � F- a Z f--. Permit Number: Status: Applied Date: Issue Date: Method Description = W • h -- U` .. Description Account Code 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/386.904 1,719.39 Z Z N : i=ce O : 1,419.35 15.00 15.00 23.50 222.04 20.00 4.50 Total: 1,719.39 D01 -354 APPROVED 11/02/2001 1832 12/19 9716 TOTAL 1719.39 Printed: 12 -17 -2001 • his . ".Payment t � � r:;. A:.:' ^xw; .:; :,.:can : i } . •,. wr' * **1* * * * ** * ** ** ** * * * **** A * * * * * * * * * * ** * **** * *** * * * * *A * * * * * * *** T ** r/ OF TUKWILA, WA TRANSMIT * * , A * * *k* * *•A* * ** *** * ********** A * * * * ** * * ** **** * * * * * * * * * * * * * ** RANSMIT Number: R0101391 Amount: 700.54.11/02/01 11:14 Payment Method: CHECK. Notation DON LEABO Init: SKS Permit No: D01 -354 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 0.04100 -0565 i . Address: 4031 S 150 ST 700.54 Total Fees: . 1,782.79 Total ALL Pmts: 700.54 Balance: 1082.25• X1► * * *A *A AA•*il•* * *fir** • ** * * ** * * * * * * * * **A* * * * * * * * **A A* ** *A ** *M Account Code Description Amount 000/345.830 PLAN CHECK - RES 700.54 11/02 9716 TOTAL 700.54 rs project: , ,., • .. Cr ho 7 el, 1 Type ofinspectioni - 7 j ii I l er: 2 C Date calle : V‘2, Special instructions: Dat w : a (p Reqws er: - Phooe: alG14 - (-Lo l)9 • , Z,141.4WAlt4,40".4444'471fretVALWast•Wireat94ZAtig,k4W , Approved per applicable codes. INSPECTION RECORO Retain a copy with permit • :.INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1)0 3511 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: :7 AtiORA/c,/ • _7 - 4/sz/ 4/),t ,fWel Perm 6).4 -ro y / V 00 REINSPECTIO EE REQUIRED Prior to inspection, fee must be paid at,6300 Southcenter Blyd., Suite 100. , all to schedule reinspection. Recerpt No: Date: Project: Leakbo Reside r ce, Type of Inspection: r . ri Pict ! : Address: 4035 S l S Date called: d b — 5 -02 Special instructions: Date wanted: a.m. 0 Requester: Dehiiis Wacke Phone: 06 ... j b p _.. buts, 5 INSPECTION NO. 51) 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DOI- -3 4 (206)431 -3670 Approved per applicable codes. fJ Corrections required prior to approval. COMMENTS: 4/4/6,1_ 1_ .1c 4 -j : Vii.-, (4/6/,) )4 1 c/o AdiA.J Inspector: 6 Date: & ye: .- J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Type of Inspection:. ;�...'_. Address: , • q (J75 -, .5, 1 Date called: � . Special instructions: P t p—r- J Date wanted: :..> a.rri.: p.m: Requester: Phone: INSPECTION RECO Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. ri Approved per applicable codes. PERMIT NO. (206)431 -3670 .. Corrections required :prior:to approval. COMMENTS: 5/II/AZ AJP d /I 4 .14n (ct.4 Pet Inspector: Date: 61/ /c .)Z _ i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: s. Type of Inspti 11 / 2 4 6 ) •• il C4f1 ta 44,igNii 1 11144., (41, t-A. iiLovJ 7.7) c/3 ko.c, c .) ( re') Aip A-/Lel 6/. WAAL" ( 5 ()) &MP(' 72)04y ccA/v_40 i t,,,,(:)4.e v oes 11 q- . . t-P-a koi i 0,7 LS- / . , f . pho ne. . , Project R ' • IC-01 c e. Type of Inspti Address: *23 5 )O called: Special instructions: CatiCd - cOr Iffiq/4) 12111 , 105Lleta -co( 9102, t - fi Date wanted: 0 .)2 6:71, iit Requester.,. I 1 X.icji/ --- pho ne. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter #100, Tukwila, WA 98188 E Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 Z Ce w C.) 00 t CD C U) W W I -I I-- W u.. w 0 < I . w- I. I— 0 Z 1— W. 2 0 0 • in 0 ==. a 1— ID 'L i I 0 U. C.) ° O I- Pr - ect: ( --421''') .■ Type of Inspection: A /loa A ci ss: Z 03 5 ss Pc7Pe' 9- D te can 10 0?.. 1 Spe ial instructions: ,. Date wante,d Da i P. • . Retyter: , p :)7 • s • , • • .•"" . • s • • • INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT N at 6300 Southcenter Blvct, Suite 100. Call to schedule reinspection. (206)431-3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 7.00 REINSPECTION E REQUIRED. Prior o inspection, fee must be paid Receipt No: Date: • '"p. p 444,4 los ss •A4s , s :4( ' ' .. • :„.., .• it.i'aiik,a44.N.11' gwago.. Ateapiw,44,4041 gtwAtiii.44.1%,thiaA,l COMMENTS: ' / J 6thew % A ,,/S WA / A T / Olit / 0 6v►rt r 4 /F' 1c�..- App i(fVe ,-- do ;.,., C7nkQger2 .1 &" -1 Ref'd /62 (- /w . -tP _ (Z»j i / fowl, /Se ~ ip ' cal 56e4" lLhit - c?on / ' - ,4 v ,e,alle74. , S ciaT instructions: N ///-.-- '' \ 7 ,ect:c Type of Inspe bate do ;.,., ress: .. ' cal ea: S ciaT instructions: Date wante h 0 'in...: p.m. r: Reque t / • , � Af r .f ( cC/iC k PlitLine: N 12007 ter"O cAlwir .41 �.'S4b'it4iY, INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 S . A . pproved per applicable codes. fl Corrections required prior to approval. Date: • e l — 4 3 $47 0 REINSPCTION FEE RE( UIRED. Prior, {o inspection, fee must be paid at 6300 Soutb enter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • i �s':a"�:Xt'�i:.' �;. r% �Fw�1 � Ete. �: �: i' kta^ iu. tv�a' i. �: i5.', cRS 9".< c4;:...' �1: �; �... �: T. Y�.'. JR:_ fi".: aR, 3:. Ye. Y:! .: �.' ai!':}. ���. i":.:. i�..u''.1''�''✓t�:y'.', e5�;�.L'i.A`S.. ®�,i' =::4� roject: -? Ck ' j � Type of Inspection: /'),G , I r l d res o r- Date cal led: ' . ' )S ]t1 S cm! instructions: A 2(71962) Date wante r�'"' 1 a.m. Request 904( Phone: 11:b U iINSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 0i9 Lt + ! 1 — Ca 1 "Y4 - , Receipt No: INSPECTION RECORD Retain a copy with permit C ..f g--t 11 n !—Z.0 Corrections required prior to approval. CAA ) 7.00 REINSPECTIO��J FEE REQUIRED. Prier to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .j r! Date: 3 -2 ~f- o 2 Date: PERMIT NO. • (206)431 -3670 'roject: 1 0 .4. 40 V A 0,0 .4411t ...-... ! Type if Inspection: I gai....."....AL.—. ■. e Ass d : 055 s. ts 4, Date .1- Spe ial instructions: Date v‘i .._ ..., ..q a.m. ( • • Rett , ht INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ESI . Approved per applicable codes. COMMENTS: • efr, cl elw\?1t,2..a fr err■A nspect ctxict.„,, Date: .2 .00 REINSPECTION FEE RE UIRED. Prior to ijispection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 4.4 • PERMIT NO. (206)431-3670 [i] Corrections required prior to apbroval.. Vii.TV • ;'" z z L AI 6 = O 0 • co 0 w • w , 0 2 g -71 • < co w Z 0 Z 1- W uj 2 0 O (s. O 1- Ill La • 0 F- LU u. 3 z (f) 0 = - J.. Project: j Qj p Type of Inspection y-, Zir .. y� Q iy_�ds s_ S j ,o S„ fi Date called: ... Special instructions: • Date wanted: a.m. Requester: hht' Phone: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. {'Corrections required prior to approval. COMMENTS: \I Tirol Y1, (t ()D r v' P.PfX "1-o Inspector: Date: 3 2. 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: di7Fl5.` i' iY!` fl= �v! INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: T of Inspection: f /..� ?-;(/1!a _ . . ,") SeCil " • lootP ( %),nrwr c4Nr1 Int,i•)Pv`. • t -9 . . 7 1 4 v - OW\ 61 ✓\r C+ ,r ,o r �r^;r.r" • Special instructions: 7.) • ��P ��r7r,t1. -� Q , iev ' , 1/1- P �- / -1 tl v� e0-(of/c? 3. j h . . 0L cx 1rr rA 400v 4 . ; /t ,),,mow 4 Lt,� Y t O1.4Sir \t51 '10Th Pr .;(). tier in ti 0.) • e, - a- - 1 A,SU ; av,' 41 ; . 1 Lc) CV e': - gl, • r\ c44 tC CA V\C� _ire. 61 c . �4 se (am.) t ■ re 111 t)GY C t1G 4 , - E' c, I t^ \x4\ Y"nak a* ci-11, c- ,` J T. l f t T 1 re - )10r 1C C_ r7 ' A-1-- • . wEV r / P ojeci: ,, L e . X44 . ZsC4 T of Inspection: f /..� ?-;(/1!a _ . . Address: Date called. e 41 03. S. tS Special instructions: Date want . a.m. R ir , fP ne: • e0-(of/c? INSPECTION NO, INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. Correction p rior'to approval.: Inspector: - I" "q 9 A Date: 1 t —02 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid, at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , • COMMENTS: ,. -. . • \ --- L) \ rOvI A-e- € V \ Ci 4 'N-C tr 5 V ie3 k sc i 1 5 . 0 t . ...1 c . si, r Date called: 1 / Special instructions: Date wanted: . , a.m. ‘‘f ■ <,‘` T trw(4i duc . \''y'' -?- (A..)0 1 i g 1 ) VPri -f -/ s-l-ruc4kiveAt .5 AO vi'l, c) Jel , 1 . 1 3.) Covylr 1-€4-e__, l tr\i r t 0 r" Ske4r u ict 1:1 --. polbn-els ?\( noti 1 t iae5 1 -+N pe.... ) 3 a v.ci H siveet le it,411(5, I Si' -f loor 1 4.) 2A S \ Cit r ioil (7.1,-,{i ) \e,v4 5.1'41 6 . 1.)-fa4 - c% i t -4- I 5)\ -eti S Skettr ' t,tiCt 05 , I , C s b44 - 4 i 1 t4 1 51\ IQ 4ralic t 40 s-i , Prteck ith>40 . otkodc..e T<avr nspection: i , A GOCL. 1 ( na-4.4r V ie3 k sc i 1 5 . 0 t . ...1 c . si, r Date called: 1 / Special instructions: Date wanted: . , a.m. R uester: I Zeo-1. (3n zie (96 , tell 4 Inspector: Date: INSPECTION RECO Retain a copy with permit • INSPECTION NO. " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 la' E Approved per applicable codes. Corrections required prior to apprdVal: Istolarm 111 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: e z Z W . 6 • 2 —Ac) • 0 • U) 0 (0 us W I. - J f_ uj 0 < 22 a I— Ili Z I-0 Z O ▪ (1 2 • r — • C u- Lu z O co 0 mho re'sencr . s ,..•• ''.^ ) T Isru fr Ad . viz . it; .....4 o'')-5 5-. 0 Date called: f iolr S ecial instructions: Date wanted: / CIOR ‘ ii : , Requfig6 _ f kiii taer , p • ..• , I --- INSPECTION RECORD Retain a copy with permit INSPECTION NO: \ CITY OF TUKWIlA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (20)43)-311 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ae-/ aiA //5 ) /20(r 7,4 1,24/. 4 Ir.6121star: / D cy 7.00 REINSPECTION\IEE REQUIRED. /Prior to inspection, fee must be paid at 6300 Southcenter Blv Suite 100. Call to schedule reinspection. Receipt No: Date: 0.4e' • • • • " •••" ,•• •. • , --;••• , , • • • . .• • ,, .• ,COMMENTS: • • > 0 - / /41 Date: z,z 5"/4 INSP CTION RECORD 0. Retain copy with permit ?.' INSPECTION CITY OF TU 11A RUILD1Nq q1VISION v.. _ _ 63u0 Southce ter Blvd, #100, Tu wi la, WA 98188 It (206)431-36*) Project Type of Inspection: : ' ' i i ..... a red.4,-e,,,ic ' 0.1\-4.A.4 )1 Spy Q AddregS: Date called: • 63.5 156 si - , ' i /23/0z, Date wanted. i 2 4/0 - 3 a •ri i r•N . : • Requester: i )1? P7 : S' (A)a.( kek. Ppone: I 20( taco() —60/19 ,_,\,...... proved •pei applicable codes. Li Corrections required prior to approval. :• • PERMIT NO. $47.00 REINSF'EC ION FEE REQUIR D. Prior to inspection, fee must 1 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: ;.4 • 43,•• . ':-:•.'1••-•• • • 144-14 -.v Proj ct: ... elec 60 1)..,2-x, - Type of InspectIA: r=a a-4: , 1 ,.,,._,,. ,. Address: 44 0 3 -&-- S. 1=1' U Date called: ,— I '-( Special instructions: Date wanted: L — 1 -. Ca.m.' p.m. Requ ster: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 lbca+- 3 sL4 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 Date: 1 t -; • p2.- -- E/4 .00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. Receipt No: Date: Projecj: Type of Inspection: 5 Address: Date called: Special instructions: • { q s ' L0-1-- 3.. Date wanted: 1 0 a.m. pm. Requester: Dorf Le.h Phone: S6 INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWIL4 BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 n Approved per applicable codes. COMMENTS: ' /01.- D. S. r 1..r Qk 1) 0 f- I 54 sL1f2 4 k A. . .(J‘). c - s kl. c_xt , vv,LA p v q . H?) u-A-t . Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431= 3670 Corrections required prior to approval. ftr INSPECTION NO. INSPECTION REC Retain a copy with permit PERMIT NO. Project• e ✓ & \( Oe c A 5 .5 r c t_' :J Special instructions: El Approved per applicable codes. Date wanted: R nester: l Phone: a0® ChoT Corrections required prior to approval: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 (206)431- 3670 =. COMMENTS: 1i/ - L/N I:14,1— -Ca 6) th, i ° Ad 1_ 0 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: hS� 2 l - c c- s r. A a "rte M mr&..TAL,i{����• :N::n `;�'fi};x:�.'Fiti:;ir 4, .INSPECTION NO. ITYOFaTUKWILA BUILDING DIVISION 6300'Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECO Retain a copy with permit L7c/_ Z$ 5 3 v PERMIT NO. Special instructions: Project• Address• /EIS' /S Type of Inspection: Dale called: Date Arig: ' S (206)431 -3670 Requester Phone 2_5 /6 367 Corrections required prior to approval. OMMENTS: Date: 4 47.00 [INSPECTION EE SQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: L'C lee Side (4 Type of Inspect fr(),_t. ,i , 11 / 1 / i /f'1 1 d ress: a /gin � - Da ca d:.= :': / /- ,2X/0 1 Special instructions: a "� if' ' Date w ht e :-: m. Re ter: :_ Phone: ..- - 244 s —Ng/ g/ l r :3.j/ .. INSPECTION NO. INSPECTION RECORD '. Retain a copy with permit;' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. 14 Corrections-required prior to approval:. COMMENTS: M./ it%)(56-A,04 La r- LI $47.00 REINSPECTION FE • REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 !r. ~ k ,„w QQ � UO CO 0 w= F- wO LLQ co w Z = W O U o f o F- w il l H � IL Z • = O 1— Z Projyct: , , -- Typ • lnspecti • n: 4/ COAr ' i Ad r : qo 31 ,c . 5rtAir. Date called: ) // dr t)/ - Special instructions: Date wante : /a - a.m. Rewester: . V.D On/ i Aka Cre/1 Pl iZA U D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to apProval. COMMENTS: PeAt.m."4 h-!.0 LI 5 ... e _ r Date Inspector/It) 0 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt' No: Date: I . . • . . . . , . . . . . . . . , . .:,,,,.-- iN,- .. .:,,,,_ ...,1" ,' ,:' • c ., '2. ? :.t... - A .. ' 4i • - -'''A'1 4 ? , •,- - '' --- -•, • e . . . . . . •,' - 4,1,..4,..,:.4,AA,Is -- - '...,.. .„1...,:,.-..,-i. ,:,,*. za,,...::',:,...", ,',...-...,',. •''''',.:,' f••• .. 10/29/2001 14:37 FAX 2062447593 Order Number: 200121465 EXHIBIT "A" LOT 3, CITY OF TUKWILA SHORT PLAT NO. L2000-0333, COUNTY WASHING RECORDING NO. 20010904900003, RECORDS OF KING £i£ :d £6SL37172902 :31 CB ALL AMERICAN ASSOC I AT Iy,J UU1 :W021A ULS :60 T002 -S2 -1310 Do I- 354 ne J V 0 O ta w= ,. J H CO W 0. J _ d 1- ILI Z 1,-: 1-0 Z D 0: o u) 0 I-' w w__ H- lil co PERMIT NO. 1701 '"3 DATE: II' 7- Z001 PROJECT NAME: 6gEEt4R'O6. # I WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. Mechanical ventilation criteria using prescriptive methods for Group R Occupancies four stories and less. (Group R Occupancies: Hotels, apartment houses, congregate residences, dwellings and lodging houses.) Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems. Source specific exhaust fans are required in the following locations: bathrooms, laundries and kitchens. Minimum fan flow rating = 50 cfm @ 0.25 inches water gauge for bathrooms and laundries, and 100 cfm @ 0.25 inches water gauge for kitchen exhaust fans. /Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. „ef Exhaust ducts shall be equipped with back -draft dampers. Note this requirement on plans. All exhaust ducts located in unconditioned spaces shall be insulated to a minimum of R -4. Note this requirement on plans. Whole house ventilation shall be provided by a system that meets the requirements of either: V.I.A.Q. Section 303.4.1 Section 303.4.2 3C44 --�Se ion 303.4.3_ Section 303.4.4 Indicate on plans a proposed system to be used. � �3, 9'�3• (Refer to attached code sections, select one, and list here. , DO% 35 p. 2000 Edition 303.4.2 Prescriptive Requirements for Intermittent Whole House Ventilation Integrated With a Forced -Air System: This section establishes minimum prescriptive requirements for intermittent whole.house ventilation systems integrated with forced -air ventilation systems. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.2.1 Integrated Whole House Ventilation Systems: Integrated whole house ventilation systems shall provide outdoor air at the rate specified in Table 3 -2. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system, at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table 3 -5. The system will be equipped with one of the following: 1. A motorized damper connected to the automatic ventilation control as specified in Section 303.4.2.2; or 2. A damper installed and set to meet minimum flow rates as specified in Table 3 -2, by either field testing or following manufacturer's installation instructions based on site conditions; or 3. An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum. 10 303.4.2.2 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. This control will control the forced air system blower and if applicable the automatic damper. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other energy - consuming appliances. At the time, of final inspection, the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.2.3 Ventilation Duct Insulation: All supply caucts in the conditioned space shall be insulated to a minimum of R-4. 303.4.2.4 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. Effective 7/01/01 i Z � W ..� U U0 . 0 . WI w g Q —0 W Z Z � F– 0 . Z F- ILJ D p' O • N W UJ H 0 . tL O W U = O ~ Z R-4. Effective 7/01/01 303.4 Prescriptive Whole House Ventilation Systems: Whole house ventilation shall be provided by a system that meets the requirements of either Section 303.4.1, 303.4.2, 303.4.3, or 303.4.4. A system which meets all of the requirements of one of these Sections shall be deemed to satisfy the requirements for a whole house ventilation system. _303.4.1 House Ventilation Using Exhaust Fans: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using exhaust fans. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.1.1 Whole House Ventilation Fans: Exhaust fans providing whole house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table 3 -2. Manufacturers' fan flow ratings shall be determined according to HVI 916 (April 1995) or AMCA 210. 303.4.1.2 Fan Noise: Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (October 1995). Remotely mounted farts shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. 303.4.1.3 Fan Controls: The whole house ventilation fan shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation fan without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.1.4 Exhaust Ducts: All exhaust ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of Washington State Ventilation And Indoor Air Quality Code 303.4.1.5 Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means where permitted by the Uniform Building Code. Doors shall be undercut to a minimum of 1/2- inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: a. Have controllable and secure openings; b. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c. Provide not less than 4 square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard (HVI 901 [November 1996] ) are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel - burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. EXCEPTION: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that communicates with all habitable rooms and the interior doors are undercut to a minimum of '/- inch above the surface of the finish floor covering. 9 303.4.3 Prescriptive Requirements for Intermittent Whole House Ventilation Using a Supply Fan: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using an inline supply fan. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.3.1 Outdoor Air: Supply fan ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts or through dedicated ducts to each habitable room. Supply fans shall have the capacity to provide the amount of outdoor air specified in Table 3 -2'at 0.40 inches water gauge as per HVI 916 (April 1995). The outdoor air must be filtered before it is delivered to habitable rooms. The filter may be located at the intake device, inline with the fan, or , in the case of a connection to the return plenum of the airhandler, using the furnace filter. An outdoor air inlet shall be connected to either the supply or return air stream. 303.4.3.2 Ducts: An outdoor air inlet duct connection to the supply air stream shall be located downstream of the forced -air system blower. An outdoor air inlet duct connection to the return air stream shall be located at least 4 feet upstream of the forced -air system blower and its filter. Neither type of duct shall be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table 3 -6. The terminal element on the outside of the building shall be sized 2 inches in diameter larger than the outdoor air inlet duct. 303.43.3 Dampers: The system shall be equipped with a back -draft damper and one of the following: 1. A calibrated manual volume damper installed and set to meet the measured flow rates specified in Table 3 -2 by field testing with a pressure gauge and/or following manufacturer's installation instructions; or 2. A manual volume damper installed and set to meet the measured flow rates specified in Table 3 -2 by field testing with a flow hood or a flow measuring station; or Effective 7/01/01 Washington State Ventilation And Indoor Air Quality Code 3. An automatic flow - regulating device sized to the specified flow rates in Table 3 -2 which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. 303.4.3.4 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. This will control the inline supply fan. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house system'for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.3.5 Ventilation Duct Insulation: All supply ducts in the conditioned space shall be insulated to a minimum of R-4. 303.4.3.6 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. 11 2000 Edition 303.4.4 Prescriptive Requirements for Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation using a heat recovery ventilation system. 303.4.4.1 Heat Recovery Ventilation Systems: All duct work in heat recovery systems shall be not less than 6 inch diameter. Balancing dampers shall be installed on the inlet and exhaust side. Flow measurement grids shall be installed on the supply and return. System minimum flow rating shall be not less than that specified in Table 3 -2. Maximum flow rates in Table 3 -2 do not apply to heat recovery ventilation systems. 303.4.4.2 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. This control will control the inline supply fan. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads 'Whole House Ventilation (see operating instructions)." 303.4.4.3 Ventilation Duct Insulation: All supply ducts in the conditioned space installed upstream of the heat exchanger shall be insulated to a minimum of R-4. 303.4.4.4 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel - burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 12 f. Attic, crawl spaces, or garages. �t` uisl.; iG .�sLit'tvxiXii�citalF'.kSif>++ tp�:�r':ti�s 1i 'i tt a�•r�:�p;,e SECTION 304 — MECHANICAL VENTILATION CRITERIA AND MINIMUM VENTILATION PERFORMANCE FOR ALL OTHER OCCUPANCIES NOT COVERED IN SECTIONS 302 AND 303. 304.1 Ventilation: The minimum requirements for operable area to provide natural ventilation are specified in the Uniform Building Code (UBC) as adopted by the state of Washington. Where a mechanical ventilation system is installed, the mechanical ventilation system shall be capable of supplying ventilation air to each zone with the minimum outdoor air quantities specified in Table 3-4. EXCEPTION: Where occupancy density is known and documented in the plans, the outside air rate may be based on the design occupant density. Under no circumstance shall the occupancies used result in outside air less than one -half that resulting from application of Table 3-4 estimated maximum occupancy values. The outdoor air shall be ducted in a fully enclosed path directly to every air handling unit in each zone not provided with sufficient operable area for natural ventilation. EXCEPTION: Ducts may terminate within 12 inches of the intake to an HVAC unit provided they are physically fastened so that the outside air duct is directed into the unit intake. In all parking garages, other than open parking garages as defined in UBC Section 311.9, used for storing or handling of automobiles operating under their own power and on all loading platforms in bus terminals, ventilation shall be provided at 1.50 cfm per square foot of gross floor area. The building official may approve an alternate ventilation system designed to exhaust a minimum 14,000 cfm for each operating vehicle. Such system shall be based on the anticipated instantaneous movement rate of vehicles but not less than 2.5% (or one vehicle) of the garage capacity. Automatic carbon monoxide sensing systems may be submitted for approval. In all buildings used for the repair of automobiles, each repair stall shall be equipped with an exhaust extension duct, extending the outside of the building, which if over 10 feet in length, shall mechanically exhaust 300 cfm. Connecting offices and waiting rooms shall be supplied with conditioned air under positive pressure. Combustion air requirements shall conform to the requirements of Chapter 7 of the UMC. Mechanical refrigerating equipment and rooms storing refrigerates shall conform to the requirements of Chapter 11 of the UMC. 304.2 Alternate Systems: Alternate systems designed in accordance with ASHRAE Standard 62.1 -1999 shall be permitted. Effective 7/01/01 Floor Area, ft2 Minimum Flex Diameter Maximum Length Feet Bedrooms Maximum Length Feet Maximum Elbows 50 2 or less 3 0 5 6 7 8 90 Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. <500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218 1001 -1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 150 65 98 80 120 _al 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 Fan Tested CFM @ 0.25" W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows 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 inch NA 4 inch 20 3 80 5 inch 15 5 inch 100 3 80 6 inch 90 6 inch No Limit 3 100 5 inch NA 5 inch 50 3 100 6 inch 45 6 inch No Limit 3 125 6 inch 15 6 inch No Limit 3 125 . 7 inch 70 7 inch No Limit 3 Intermittently operating Bathrooms Kitchens 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. Effective 7/01/01 Washington State Ventilation And Indoor Air Quality Code TABLE 3 - VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. 13 Required Flow (CFM) - Per Table 3-2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter Maximum Length' Maximum Number of Elbows 50 - 80 6" 7,, 20' 3 80 - 125 7,, 8" 20' 3 115 - 175 8" 10" 20' 3 170 - 240 9" 11" 20' 3 Supply Fan Tested CFM at 0.40" WG Specified Volume from Table 3-2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter 50 — 90 CFM 4 inch 5 inch 90 - 150 CFM 5 inch 6 inch 150 - 250 CFM 6 inch 7 inch 250 - 400 CFM 7 inch 8 inch Effective 7/01/01 1. For lengths over 20 feet increase duct diameter 1 inch. 2. For elbows numbering more than 3 increase duct diameter 1 inch. r•" TABLE 3-5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING TABLE 3-6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING Washington State Ventilation And Indoor Air Quality Code 17 , : ' DEPARTMENTS: Building Division ❑ Documents /routing slip.doc 2 -2802 APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -354 PROJECT NAME: LEABO RESIDENCE SITE ADDRESS: 4035 S 150 STREET DATE: 04 -18 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XXRevision # 1 After Permit Is Issued Fire Prevention Public Works k ta& Ine-oZ Structural ❑ ��ll DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route lie Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 5 -21 -02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 4 -23-02 Not Applicable ❑ DATE: Permit. Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z 6 0 CO N LL W } O g J u. ±- a � z = H E-0 Z I- W U O N O E- w W `. H F U' O W Z • N F- 1 O Z Date: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 7 k Revision # r after Permit is Issued Received at the City of Tukwila Permit Center bv: Entered in Sierra on Plan Check/Permit Number: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. P2/ - 36 Project Name: Project Address: Z-0.34- S/ S D -III'. 5 1L T W I / l).. CA.) Gt.-- Contact Person: eN.H i S IA i <ert Phone Number: e3 6 66D 6«y Summary of Revision: � ►► -- r DVC St t 7 ) l bJ f i � 1 o� i ri k t�� N c., . tv �'C� / mss (r.) cef- v e ,,v- 6 ,C TWA A a lipr 4 CITY OF TU Ju APP ? g iva2 P� CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 DEPARTMENTS: Building Division Public Works Complete ❑ Documents/routing sl ip.doc 2.28.02 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -354 PROJECT NAME: LEABO RESIDENCE SITE ADDRESS: 4035 S 150 STREET DATE: 04 -18 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XXRevision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 1F1 Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: 110 01 -1 v\ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation:42 eJ C.Op UL v ril/ lorf REVIEWER'S INITIALS: ' Y Pt„l �, ,,,�, S��, Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Fire Prevention Structural Incomplete id 5 ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 4 -23 -02 Not Applicable ❑ DATE: 1/I9/02_, DUE DATE: 5-21-02 Not Approved (attach comments) ❑ DATE: S72tP1 �nnlnmtmvsm+..arrnn �c..,.w..ea�••�ra+v=u4+. - n,. crrr�� .,`ca.+tvecr.nmxrtv.�no-eu to; ACTIVITY NUMBER: D01 -354 PROJECT NAME: GREEN RIDGE #1 SITE ADDRESS: 4035 SOUTH 150 STREET ;Original Plan Submittal Response to Correction Letter #_ DATE: 11 -2 -01 Response to. Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: : :uilding Division Public Works 116 AlA Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fi re Prevention /WC 11 -,z-o/ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Comments: TUES /THURS ROUTING: Please Route 1 I Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Planning Division 11-( " Itr Permit Coordinator DUE DATE: 1 1-06-01 Not Applicable n No further Review Required DATE: DUE DATE 12 -04 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -354 DATE: 1 1 -2-01 PROJECT NAME: GREEN RIDGE #1 SITE ADDRESS: 4035 SOUTH 150 STREET X X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division X Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS Please Route Approved REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Incomplete • co we wc.44,4- htickw»awA 41-1_ 4-I met e ? UTI G: E Structural Re iew Required 6t, Approved w onditions CORRECTION DETERMINATION: Approved n Approved with Conditions n �r4i's;'ttir•� n Planning Division Permit Coordinator DUE DATE: 1 1-06-01 DATE: it Not Applicable n n No further Review Required DUE DATE 12 -04 -01 Not Approved (attach comments) n DATE: I I — 8 000( DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n nr +uaulU�lYrH.spNK^fl.:nrv✓aNtN�k1� 0�7!r.�E1•7fY••■•••■•■■••■■•• PERMIT NO.: ''' �J 61 BUILDING PERMITS INSPECTIONS ❑ 0000I Progress Inspection SlaItns ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -np ❑ 00007 Pre-Move Inspection ❑ 00050 \VSEC Residential ❑ 00060 WA Ventilation /Indoor A(, (: ❑ 00070 NLE.'\ Inspection/Modular Strucl ❑ (10071 Mobile I ionic 'lie Down Imp ❑ 00072 tvlarl little Lines ❑ 00090 Rested [00095 Footing Drains 00 100 Foundation Footings [t Foundation wails ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation [00350 Crawl Space rir 00400 Shear Wall Nailing 0 ,00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 0055E Exterior Wall Sheathing ❑ 00600 Masonry Chimney iV i .00610 Chimney Installation /AII 'Types 00700 Framing 00750 Roof /Ceiling Insulation 00800 Floor Insulation V00801 0080I \VallInsulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 008I5 Lighting rind Controls 00900 Suspended Ceiling 01000 Interior \Vallboatd Fastening • ❑ .01001 Exterior Wallboard Fastening ❑ 0 1110 ❑ O1 1 1 5 Motor Inspection ❑ 01120 Pre-Demo ❑ • 01140 Pre- reroof 0 140 Final -Fire 01700 Final- 13ui1(ling 01900 Final - Rcroof 03100 Site Visit 04000 Special - Concrete 04001 Special-Bolls in Concrete 04001 Special- Mom /Resist Cone Frame 04003 Special -Rcinf Steel Prestress 04004 Special- Welding ❑ 04005 Special- Iligh- Strcngtl ❑ 04006 ' Special- Stuctural Masonry ❑ 04007 Special -Rejig Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fircprooling ❑ 04010 Special- Piling. Piers, Caissons ❑ 04011 Special- Shotctcte ❑ 04012 Special- Grading, Fxcav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System pre -Move Inspection TENANT NAME: ��„ I wRi1 E # I CONDITIONS t _- 000I No changes to plans unless approved by Bldg Div ❑ 001(1 Special inspection required, notify Bldg Div • ❑ 0(11 I Special inspector shalt submit final signed report ❑ (10I2 New ceiling grid & light fixture shall meet lateral bracing [a OU I3 Partition halls attached to ceiling grid • 0014 Readily accessible access to roof mounted equipment [0 1(115 Engineered truss dln+vings & calcs shall be on site 016 Exposed insulation backing material ❑ 0017 Snbgrade preparation including drainage, excavation ❑ (10 18 Statement Boni roofing contractor verifying fire e0019 r etardant class of roof All construction to be done in conformance w /approvc(I plans [] "No ‘work shall be done in addition to those modifications..." (0002 Plumbing permits shall be obtained through King Cu ❑ 0(12(1 Struchual Observation shall be provided for this project ❑ 002 All Ibod preparation establishments 111115( have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0(12 Notify Building Division prior to placing any concrete ❑ ()02'l 0025 AH splay applied fireproofing shall be special inspected [y� All wood to remain in placed concrete shall be treated ❑ (1026 All structural masonry shall be special inspected 0 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 0(103 Electrical pettnits obtained through L &I 0030 No occupancy of building until final insp by I3Idg Div ❑ (1(132 Remove all weeds, concrete, stone foundations, flat concrete l.lanufacturcrs installation instructions required on site maximum allowed per 1997 WA State Energy Code" ❑ (1036 [J (1 ❑ 00 I.1 Contact PW Div to obtain insp for water /sewer connect ❑ 0013 A C of O +will be required for This permit ❑ (.)039 Final approval for all '1'I w /in the limits of the SC Mall IIUO l All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 'I'tvlC 1.1 0041 Ventilation is required for alt new rooms & spaces 0005 All permits. insp records & approved plans available ❑ (10(16 All structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co' ❑ "Anchoring — All new construct and substantial improvement shall b anchored to prevent flotation" ❑ (1007 AII strucrtnal welding shall be done by WAUO certified inspector ❑ 1)008 All high - strength bolting shall be special inspected ❑ 0009 !lolls installed in concrete shall be special inspected ❑ 003I Comply with requirements of'I'lYIC 16.04 ❑ OUJ ! Removal of septic tanks require approval and compliance with King Co I Ienith Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" [] "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall he anchored...." ❑ "Rcroof" Date: (' 2 0 0 1 Date: roc Z ~ W fx J U O 0 Co W -a _ t W 0 g u. N ME_ _ Z �.. Z O W ui O O H W W U . IL 6 Z Il.l l= 0 H Z ACTIVITY NUMBER: D01 - 354 DATE: 11 -2 -01 PROJECT NAME: GREEN RIDGE #1 SITE ADDRESS: 403$ SOUTH 150 STREET Xx.Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division n Public Works Complete n TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required REVIEWER'S INITIALS: tie n Approved App ved with Conditions REVIEWER'S INITIALS: L CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-06-01 Incomplete n Not Applicable n No further Review Required DUE DATE 12 -04 -01 Not Approved (attach comments) DATE: 11l 1 ZJI 0 Comments: DATE: DUE DATE Not Approved (attach comments) n DATE: c i^' �aa ..r.n�r•+rw�+}.w�.rmw.e��n+m�ra �pC+ �r+, vt��WaiA+ isAQRRYfKCK , kR�"��$,�'l�!Y.4`�U',TtM., 1 ACTIVITY NUMBER: D01 -354 DATE: 11 -2 -01 PROJECT NAME: GREENRIDGE #1 SITE ADDRESS: 403 SOUTH 150 STREET XX.Original Plan Submittal Response to. Incomplete Letter # Response to Correction Letter # e Revision # After Permit Is Issued DEPARTMENTS: Building Division n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: MY>♦'n.Nj(M'c'YM. MNLIPAY REVIEWER'S INITIALS: lrtrylrMp Myn YM'M1..R!N i?ft . Planning Division n Permit Coordinator DUE DATE: 1 1-06-01 glZ._ DATE: ' DUE DATE 12 -04 -01 Not Approved (attach comments) n No further Review Required DATE: DUE DATE Not Approved (attach comments) n DATE: eta, DEPARTMENTS: Building Division Public Works Complete n TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -354 PROJECT NAME: GREENRIDGE #1 SITE ADDRESS: 4035 SOUTH 150 STREET X...Original Plan Submittal .Response to.Correction Letter # DATE: 11 -2 -01 Response to Incomplete Letter # Revision #k After Permit Is Issued Fire Prevention Structural Structural Review Required REVIEWER'S INITIALS: f s APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions V � n Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-06-01 Incomplete n Not Applicable No further Review Required DATE: i /,-/ DUE DATE 12 -04 -01 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Comments: Not Approved (att ch � comments) DATE: 11 2 7 0 DUE DATE Revision No. AI Date ! i Received i Staff Initials Date Staff Issued I Initials 1 1 Summary of Revision: Summary of Revision: Received By: • Received By: Revision No. . Date Received Staff Initials Date ► Staff I Issued ( Initials 1 1 Summary of Revision: Received By: Revision No. Date Received Staff I Initials ; - Date Issued ! Initials Summary of Revision: Received By: _ PROJECT NAME: I! -ectt o tc MiLO. PERMI' ' JO:. Do I Site Address: 1-1(AS S l SU Si - - -- Original Issue Date: / -/ 7 - bl REVISION LOG Revision I Date Staff Date 'Starr No. Received l Initials Issued Initials I Summary of Revision: ft) p Vt91G� iQ,t,{/}vt y1i l/Ylij.L kA,0 - 14 �'( j4 . L.t ij 1 ( d i Revision No. Summary of Revision: L.14 t, .) I Date Received Staff Initials Received By: Received By: Date Issued (please print) (please print) (please print) (please print) Staff Initials File: DO mm Drawing# 20020611001619 Grantor /Grantee: Don Leabo DON LEABO EAS 14.00 PAGE 001 OF 006 06/11/2002 13 :00 KING COUNTY, WA Return Address: City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -0179 Document Title: Perpetual Storm Sewer Easement, Mutual Maintenance Agreement and Covenant Running with the Land for City of Tukwila Short Plat File NoL2000 -035, Between Lots 3 and 4 Legal Description: LOTS 3 AND 4 OF CITY OF TUKWILA STEVE B. HEWES SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, SITUATE IN KING COUNTY, WASHINGTON, TOGETHER WITH LOT 12, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, SITUATE IN KING COUNTY, WASHINGTON. Reference Number: City of Tukwila Short Plat, King County Recording No. 20010904900003 Tax Parcel Numbers: 0041000 -567 and -568 Additional Information: The storm sewer system relating to this document was constructed under City of Tukwila Permit No. MI01 -035. PERPETUAL RECIPROCAL STORM SEWER EASEMENT, MUTUAL MAINTENANCE AGREEMENT AND COVENANT RUNNING WITH THE LAND THIS PERPETUAL RECIPROCAL STORM SEWER EASEMENT, MUTUAL MAINTENANCE AGREEMENT AND COVENANT RUNNING WITH THE LAND RECEIVED JUN 1 2 2002 TUKWILA PUBLIC WORKS Dc't- 354 z JU O 0 u , o . J c LL w o u. Q ° . ▪ _. z � � o z I-. uj U o C O F- w w 1-r o . w z U N — I o l : z dt is made and entered into this / day of , 2002 by, between and among Don Leabo, owner of both ots 3 and 4. WITNESSETH WHEREAS, the parties hereto warrant that they each own the parcels of property listed and described below such parties' name on Exhibit "A" attached hereto and incorporated by this reference: z � QQ J U. 0o D WHEREAS, the parties hereto also desire to grant to each other, their w = respective heirs, executors, administrators, agents or assigns a n u . PERPETUAL, RECIPROCAL STORM SEWER EASEMENT, with a right of w o immediate entry and continued access to construct, improve, maintain and repair all appurtenant storm sewer structures located over, under, upon, and w across the real property situated in King County, Washington described in z w Exhibit "B" attached hereto and incorporated by this reference; NOW Z THEREFORE, z o IN CONSIDERATION OF THE MUTUAL COVENANTS AND PROMISES CONTAINED HEREIN, THE PARTIES HERETO AGREE AS FOLLOWS: 1. Each party will maintain any private individual storm lines from his /her structure to the point where joint usage among the parties commences. 2. The cost of any repairs to the private individual storm sewer lines shall be the sole responsibility of each party and shall not be shared jointly. 3. All parties hereto agree and understand that City of Tukwila has no responsibility for the repair or maintenance of said individual private storm sewer lines. 4. The City of Tukwila retains the right to enter private properties as described in Exhibit "A" to inspect any and all storm system lines and appertenances discharging into the storm system located in South 151st Street. 5. The Grantor /Grantee shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted, but shall not, however, have the right to: a. Erect any buildings or structures within ten (10) feet of any portion of the constructed storm system within the easement. t74.4i4 '7 r')11 to i5a3: z b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the constructed storm system within the easement. c. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or endanger the lateral support of the constructed storm system. 6. This Perpetual, Reciprocal Storm Sewer Easement and Maintenance Agreement shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns. IN WITNESS THEREOF, the parties hereto have executed this r Agreement the date first ab written. CO '"fs PROPERTY OWNERS: d 41 479- 2g STATE OF WASHINGTON r•i SS COUNTY OF KING On this day, personally appeared before me i7 0 t-- e c -' a , to me die known to be the individual(s) described in and who executed the foregoing Reciprocal Easement and Mutual Maintenance Agreement, and acknowledged to me that he \she\they signed and sealed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 1 C. day of +'`'tic- , 2002 -,,. ,, �.� f•Q "4T " „o ,/ /,. y ',1 1 °` ' 7 r � c 't4 2 f r IA 0 ,r� f R 1 A r U L1 L' IT:' 11 tl di '1'fr � NOTARY PUBLIC in and for the State of Washington, residing in My commission expires 61 r � 2. EXHIBIT "A" SUBJECT PROPERTIES: DON LEABO, OWNER LOTS 3 AND 4 OF CITY OF TUKWILA SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, KING COUNTY, WASHINGTON. EXHIBIT "B" LEGAL DESCRIPTION OF STORM SEWER. EASEMENT: THE EAST 40.00 FEET OF THE NORTH 10.00 FEET LOT 4 OF CITY OF TUKWILA SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, KING COUNTY, WASHINGTON, 6257ft 59.90ft 1)A ---' 858L :s N1 - E 156_19' 20 65.00f4• t S1 O555'K 3090ft a 1 44 ''> 6990ft .1 1619 26. 9ft 1 1 N1 31257' 8350ft CID Lai h 4Z3 -n -4 53b2ft • Eost Ouorter • 1 153 I 1 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Nf'0555"E 146.67 Eost 65 feel North holf o Return Address: City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -0179 Document Title: Perpetual Storm Sewer Easement, Mutual Maintenance Agreement and Covenant Running with the Land for City of Tukwila Short Plat File NoI2000 -035, Between Lots 3 and 4 Grantor /Grantee: Don Leabo Legal Description: LOTS 3 AND 4 OF CITY OF TUKWILA STEVE B. HEWES SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, SITUATE IN KING COUNTY, WASHINGTON, TOGETHER WITH LOT 12, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, SITUATE IN KING COUNTY, WASHINGTON. Reference Number: City of Tukwila Short Plat, King County Recording No. 20010904900003 Tax Parcel Numbers: 0041000 -567 and -568 Additional Information: The storm sewer system relating to this document was constructed under City of Tukwila Permit No. Ml01 -035. PERPETUAL RECIPROCAL STORM SEWER EASEMENT, MUTUAL MAINTENANCE AGREEMENT AND COVENANT RUNNING WITH THE LAND THIS PERPETUAL RECIPROCAL STORM SEWER EASEMENT, MUTUAL MAINTENANCE AGREEMENT AND COVENANT RUNNING WITH THE LAND toi 354 is made and entered into this / ' day of , 2002 by, between and among Don Leabo, owner of both of --Y/4/47 3 and 4. WITNESSETH WHEREAS, the parties hereto warrant that they each own the parcels of property listed and described below such parties' name on Exhibit "A" attached hereto and incorporated by this reference: WHEREAS, the parties hereto also desire to grant to each other, their respective heirs, executors, administrators, agents or assigns a PERPETUAL, RECIPROCAL STORM SEWER EASEMENT, with a right of immediate entry and continued access to construct, improve, maintain and repair all appurtenant storm sewer structures located over, under, upon, and across the real property situated in King County, Washington described in Exhibit "B" attached hereto and incorporated by this reference; NOW THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS AND PROMISES CONTAINED HEREIN, THE PARTIES HERETO AGREE AS FOLLOWS: 1. Each party will maintain any private individual storm lines from his /her structure to the point where joint usage among the parties commences. 2. The cost of any repairs to the private individual storm sewer lines shall be the sole responsibility of each party and shall not be shared jointly. 3. All parties hereto agree and understand that City of Tukwila has no responsibility for the repair or maintenance of said individual private storm sewer lines. 4. The City of Tukwila retains the right to enter private properties as described in Exhibit "A" to inspect any and all storm system lines and appertenances discharging into the storm system located in South 151st Street. 5. The Grantor /Grantee shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted, but shall not, however, have the right to: a. Erect any buildings or structures within ten (10) feet of any portion of the constructed storm system within the easement. .. C^ttlJth'e�Arog�77+?3 b. Plant trees, shrubs or vegetation having deep root patterns which may cause damage to or interfere with the constructed storm system within the easement. c. Dig, tunnel or perform other forms of construction activities on the property which would disturb the compaction or endanger the lateral support of the constructed storm system. 6. This Perpetual, Reciprocal Storm Sewer Easement and Maintenance Agreement shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns. IN WITNESS THEREOF, the parties hereto have executed this Agreement the date first ab written. PROPERTY OWNERS: d A/01 STATE OF WASHINGTON SS COUNTY OF KING On this day, personally appeared before me , to me known to be the individual(s) described in and who executed the foregoing Reciprocal Easement and Mutual Maintenance Agreement, and acknowledged to me that he \she \they signed and sealed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 1 - day of , 2002 7 o L, o_\o o . NOTARY PUBLIC in and for the State of Washington, residing in My commission expires +nn G Z c z�c 3 z HZ Oi a w U O. NO J = • o w g J' u. to a I a w z � Z o w D D. o F-. W • LLJ U - . 0 z ' EXHIBIT "A" SUBJECT PROPERTIES: DON LEABO, OWNER LOTS 3 AND 4 OF CITY OF TUKWILA SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, KING COUNTY, WASHINGTON. U' UO u) W W =; • • LL w O 2 w ¢, O Z 11.1 uj U in ' Lu O F--r Z • EXHIBIT "B" LEGAL DESCRIPTION OF STORM SEWER EASEMENT: THE EAST 40.00 FEET OF THE NORTH 10.00 FEET LOT 4 OF CITY OF TUKWILA SHORT PLAT AS RECORDED UNDER FILE NUMBER 20010904900003, KING COUNTY, WASHINGTON, 6257ft co c.n c.o c9 o cn I CD I N 11 ir81 7 kiri L INI cl 41 ,ik - tti ($. •c ' -i —`— — --ate, 5993ft • 11)fi IS 65.00if• S1•555 - W 3090ft t • • •, — BSBL Ni'05'55 E 156JT $ / vZg CID — — — _w __ —BSBL- –' La I I rn Z) I I Ii f l I$ 1 $ I I I i' 53F2ft f t a r u I N1'05•55T 31257' 8050ft East Ouorter SS Ni'0555'E 146.67 East 65 feel North half o NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. REGISTERED AS PROVIDED BY LAW AS CONS T CONT GENERAL fiCC 01 /15 /2002-1 F.FE CT I VE Z.DATE PC10 /12 /29•00 GREENRI DGE 'HOMES LLC - ".. s ' t • • 6855 176TH AVE NE #235 • REDMOND WA 98052 • Detach And Display Certificate NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ - • .............. I. alance Due: $ ks Need Current Contractor Registration. Card: Need to Enter Contractor Information in Sierra: ❑ Yes g.N 0 :fi `,.' �• '.<;�.:'fit:II:,Jasr.iwk•�x:rin; w. �vui� f4 t4 44.t.( .4. Ot � : # '! W: . .................. Oy I- ea, -ts ,6 4 / -6 z Jcc boo- gra-gw Z alance Due: $ ks Need Current Contractor Registration. Card: Need to Enter Contractor Information in Sierra: ❑ Yes g.N 0 :fi `,.' �• '.<;�.:'fit:II:,Jasr.iwk•�x:rin; w. �vui� f4 t4 44.t.( .4. Balance Due: $ Need Current Contractor Registration Card: ❑ Yes Need to Enter Contractor Information in Sierra: ❑ Yes moo - P2. - -cP 7 /-2-/-2-2w as`x8 =� " ^kebi+'rn�i:�a +Si filer NTS FIGIY4 too rcn colcascrio0 TRENCH X-SECTION randomfill - ; , . PLAN VIEW It .L.c 7_1-S sr 3 SAZI gef 7 . overflow splash block ° floe, tas 1 ecl jock — A, 0 0 • line mesh screen PROFILE VIEW wz rock slope to road drainage system compacted baddis, : ' or 6 flezilflk - — p • p o P P P erlorated i e • .17 0 washed k - : . 90 - 9- t oilthal6r sepPrfltois 7 P..1 of • ca — CB sump v frAtld (Yc 7.-'-:PL • tr.100 rotrourr ) carom roos..5cf , -1 - etavorotes) PPIEPY s.t.stisr4A SECTION A 3 14.- NTS — - f • f ltv • ■•■ D,P11.4" I 7 /1;etWei, P/?-4/// 22"./1/../. eovER H R—. Wee A z, / . Au_ 1...0c-5 DEPTIV OIL To yr-it-fE V•TIPt 0 uS 0/2-. wL 1A8C (=ova D Ped_t_ol_A ropISul Ar mo...). o /2_ FA • V-4'5 1 fAi$Ep ri 57:4 I ". • • . F.L.-TRATE -f0-E,u465 (39■• 0.2' - - - Idrumz.Ariod &o - 21 youSE Ah0 ea IH1L 7T! 5H ir ''' ‘-. --- • - t rSDIV\C--re.D.71V.IP!1:176:1--_. .0i- Prier -. - --':-.::'• ":. . ....:1•::,:...•:, .-,:.,:,. , „ . _ • Asr ti=crilst 0 s.:=_______,________. - . •.,-llm,..y_--,-,w - - . • I 2.:BiLL-17).:_i4ii.gar_i_ctu—s leriu___a5 . cie,F-Ang.qffroPi:giAme__:Cri.P.)-- •---- ,._ - M-2_1iLIUK1.-C3.WP7---—alliEDi /- - - - - Afg--pk--,8.,._,-...- :. 4V. . ott ivi l■E'44 .5 ILA \NA catch trasin is needed in parLing lots. school areas, alleys, service sutions, etc. Gan Iron Frame 84 Gam Atlas Foundry No.1028. Weight-135 lbs. Cast Iron Grate. Alias Foundry No. 1028-40. Knock.outs are on four sides to accom- modate pipe up to and Including tr. The base ts designed for usIng the prate with or without Me frame. 0 OP11;_ "TeCiftElEatilMS:26Cte.aAl MEI • nEeu3p O.= 11 ‘ I / - , ,, q4 i eR. D.O.grz. pi IL-2 -.1r 3'/ ' .45": - 3Fr i , -1-1, X/37.: /i"cisooic.• I v.es X /Z -- 7s• .6 6 OF- 0•EVI •,; NE/d,o/crooR w T CL-).‘40 PER Eninee 's Note: Following 'nstallation f the joint drainage sy em per perjliis drawing, an as-built re rd iawing will be prepared base actual installed field measurem s and submitted • to the City of ukqa . At that time the ad4itionai ch mon drainage — • easement chematica shown on itd.ls this plan with coopera e system • MA: ni 2 h :2002 ce in rat within it, w e prepared, signed b all a ed parties, and records - : RE EIVED i • • P11l3Telek ILA FEB -PAS- 15141 LT 11 - SD Thc.c lam have tatcri-ievimed by the Public works Eepamncnt for...Conformance with carrctit City van ards. Iscovatite /pudica to ernapi and omissions w do nneatults - tiolatioas adopted ,too trtradatieei.:The teggffity for the a,deieraey - the'design. met tea* 'irk the designer. Add io� mei* to taw drawings rftetbit „ dia'amposco and will requhs a wastaitte &map for subsequent approve. Final acceptmice Is aufarect *leg impodoi the pubr,irod. writice Datc r 4 t FIRE F 0 1-44 1 e:ts /" = ZD' PU RECEIV D V3 2 8 2002. puerPORKs OUNRES: /7 .47P/2 /6 06 'az_ 4 •z Z ,5 N SHORT PLAT N0. L 2000 -035 TREASURER'S CERTIFICATES: SHORT SUBDIVISION COMMITTEE APROVAL CITY OF TUKWILA Examined and approved by this committee QQ r N vvsr There ore no del spac assessments, and all special assessments on any of this - t day of AV 2 001 RECORDING NO. (3200/090619'0000_3 7 VOL. /PAGE / /� � ! Q Hewes Short Plat the property that is dedicated as streets, alleys or for other p blic use are paid in full. this arc Examined and approved Q,,, Q `��+ t by this department. ""°'� I „ g �"ed Signature " =100 GRAPHIC SCALE 1 CITY 0 F TUKWILA KING COUNTY, WASHINGTON d ate City of Tukwila Finance Director Date Authonz KING COUNTY certify that all property tuxes are paid and that a deposit has been made in sufficient COUNTY ASSESSOR'S APPROVAL amount to pay the taxes for the following year; that there are no delinquent spedciol PARCEL #004100 -0565 assessments certified to this office for collection; and that all special assessments on Examined and approved by this deportment any of the property herein dedicated as streets. alleys. or for other public use are paid this -32 day of A v7w S.r____, 2001 SCALE: MI S 11111•1■111.11 IMININIIIMINs 0 100 200 300 DECLARATION PORTION OF SE 1/4, NW 1/4, S 22, T 23, R 4 E in full. c Examined and approved this y Crc� no Le.' a ( , "eSth,f KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any- manner within a period of five years, p y from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). IN FSS WHEREOF we :: t ur hands and seals. date by this deportment. King County Treasurer's Office Dote Assessor Deputy Assessor 15 2 2 S 142nd St ORIGINAL PARCEL S. 144th Street— THE EAST QUARTER OF LOT 12. AND ALL OF LOT 13, BLOCK 4, MST - ADDITION TO ADAMS HOME TRACTS, ACCORDING TO HE PLAT I. THEREOF. RECORDED IN VOLUME 12 OF PLATS, PAGE 50. IN KING l COUNTY. WASHINGTON. EXCEPT HE EAST 65 FEET OF THE NORTH HALF OF SAID LOT 13. — Street S 144th St _ 15 S 148th St 22 S. 146th w o S 148th St p -:c -P • 3 --.1.41" fi S 150th St Name • Street _. 1 - G S 152nd St Name Nome STATE OF WASHINGTON County of King I certify that I know or have satisfactory evidence that , � v i e Lot 24 CATCH Adams I Lot 23 BASIN S. 148th Hom Tracts First Addition Lot 2 2 Lot 21 I ist Lot 20 Sewer SOO per Its R I 40 IM: 12" E: 289.9 IE 12 "W: 290.5 CATCH BASIN CATCH SA SEWEIE / RIM• 270.8 Lot 1 I Lot 4 Vicinity Map N.T.S. to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of , } Notary Public -l✓c, ,S, 150th ,Street - ., . ,a i ., q �'. I IR IS i g REFERENCE SURVEY (P) PLAT OF CASCADE HEIGHTS AS RECORDED IN VOLUME 68 OF PLATS. PAGE 9, RECORDS OF KING COUNTY, WASHINGTON. Q.) = KING COUNTY SURVEY (KCAS) . n VERTICAL DATUM LA FROM CITY OF TUKWILA, SOUTH 150th STREET PLAN & PROFILE. r PK NAIL AT THE INTERSECTION OF 42nd AVENUE SOUTH AND '' 150th STREET. NGVD 1929 ELEVATION= 247.83 M3 PAWING Irx'•essioyess is for &CC 0; '•Izf *n,rar=.. ""�'="'�' - _ ---= -- :V `° I SANITARY 1 i Lot 2 Ix F: fr a, re INV 8`E .s alloked and Utilities it of Lots Lot — W: 27 in the 23A 11 2 .1 LL� �n 0 O ' F11IP ,a wti� residence Lot .r 28, . CG q u) o 2 _C4.5 i »� ,, t ry�o Xb Z� l d 1 w - 1 �� / y ^253' �"`� 7, e ,� �y 19 .t.s ±.. i i___ Dated ( o 1 ,2)o , -(c! t My appointment expires .2 9. -, Mary Pala Stay of Washiroton 5t 1 . Wpb STATE OF WASHINGTON' " - County of King I certify that I know or have satisfactory evidence that o ry � fit' s I: F I c'' N 2 8 e 'Ced. � i enc a ,y. . "7 _ 'Cherry Lof 11 \ 1 7O . 0 l Block 4 L 1O ., ' A ' .n„ ' i \ f= ,- it 1 Q = Lot 12 Lt 2 Lot ti , as r ? ? o ti oz Lot 23 r Lot "3� h'il' z' ` d'• \ Lot 2 y, �� c � , is 4�� ;= Tract 20 0 ° o r o So. Line North Half, SE 4, SE 4, NW /4 :Lot 3 7 t4 ��'�� c ` 5;'b ', r � t - signed this instrument and acknowledged it to be free and voluntary act the uses and (his/her) ltry t f purposes mentioned in the instrument. Signature Of Notary Public rn Dated 22 ,. NOTE: EXISTING STRUCTURE ON LOT 3, T BE REMOVED. . c r ,C Lot 21 I VOL. /PAGE i ii■Imarisi My appointment expires Lo of U t n `' Lo 20 IF NOTE: HERE IS NO FIRE HYDRANT WITHIN 250 FEET OF' LOTS 3 & 4. THEN THE DEVELOPER SHALL INSTALL A FIRE HYDRANT CAPABLE OF 1000 GALLONS PER MINUTE FLOW OR SPRINKLE SYSTEM. • l LEGEND a MONUMENT IN CASE • REBAR & CAP LS #34145 SET III POWER POLE '— GUY ANCHOR 2 CATCH BASIN S SEWER MANHOLE II WATER VALVE A WATER METER G C) t? FIRE HYDRANT `� w TREE. AS NOTED i PAVED PORTION OF EASEMENT RECORDER'S CERTIFICATE '/ ♦ filed for record thiso7 day ofSePJ.,2001..at!�:��M �i /07 in bookLs.[.of,N4fYat page at the request of the City of Tukwila. �, d 1)444:74,. � �rc� `� n Director King County Assessor Deputy Director, King County 9 Y `. SURVEYOR'S CERTIFICATE: I, G. PHIL SARGENT, REGISTERED AS A LAND SURVEYOR BY THE STATE Q - e � DRYCO Df WASHINGTON, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS ' ' " A SURVEY MADE 5'i ME. OF THE LAND DESCRIBED HEREIN AND THAT � 4 THE COURSES AND DISTANCES ARE SHOWN THEREON CORRECTLY; t DRYCO InC Ll� e III AND THAT THE MONUMENTS HAVE BEENSET AND Lur coRVNERS " s Steve Hewes 4 7 2 O 2 t Lane S . h S ea — Ta C W a 98168 DWN. BY DATE 8/16/2001 JOB NO 2000053 y , 12714 VALLEY AVENUE EAST STAKED ON THE GROUND AS DEPICTED ON THE PLAT. SUMNER, WASHINGTON I g � D (2 826 -0300 FAX (253) 826 -9703 'd , � s � �,'� �; o � , _ • A L LAN a /lij2oo SURVEYED: T 9/5/2000 SCALE �� 1 = 100' SHEET 1 OF 2 G. PHIL SARGE P.L.S. 34145 uaa1P e N SHORT PLAT NO. L2000 -035 Hewes Short Plat CITY OF TUKWILA KING COUNTY, WASHINGTON ORIGINAL PARCEL THE EAST QUARTER OF LOT 12, AND ALL OF LOT 13, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 50, IN KING COUNTY, WASHINGTON. EXCEPT THE EAST 65 FEET OF THE NORTH HALF OF SAID LOT 13. LOT 1 COMMENCING AT THE SOUTHEAST CORNER OF LOT 13. BLOCK 4,. ADAMS HOME TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY. WASHINGTON: THENCE NORTH 88'06'23' WEST, A DISTANCE OF 160.75 FEET; THENCE NORTH 01'05 55" EAST, A DISTANCE OF 208.07 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'05'.x" EAST, A DISTANCE OF 9450 FEET: THENCE SOUTH 88'0158" EAST, A DISTANCE OF 95.74 I•ttt; THENCE SOUTH 01'05'55" WEST. A DISTANCE OF 93.05 FEET; THENCE NORTH 88'54'05" WEST, A DISTANCE OF 95.73 FEET TO THE POINT OF BEGINNING. LOT 2 COMMENCING AT THE SOUTHEAST CORNER OF LOT 13. BLOCK 4, ADAMS HOME TRACTS AS RECORDED IN VOLUME 12, PAGE 50, RECORDS OF KING COUNTY. WASHINGTON: THENCE NORTH 88'O623" WEST. A DISTANCE OF 160.75 FEET; THENCE NORTH 01'05 55" EAST. A DISTANCE OF 127.57 htti TO THE POINT OF BEGINNING: THENCE CONTINUING NORTH 01'05'55" EAST. A DISTANCE OF 80.50 F I; THENCE SOUTH 88 54'05" EAST, A DISTANCE OF 95.73 Htt1; THENCE SOUTH 01'05'55" WEST. A DISTANCE OF 53.62 FEET; THENCE SOUTH 88'28'01" EAST. A 'DISTANCE OF 65.00 FEET; THENCE SOUTH 01'05'55' WEST, A DISTANCE OF 26.38 FEET: THENCE NORTH 88'54'05' WEST. A DISTANCE OF 160.73 FEET TO THE POINT OF BEGINNING. LOT COMMENCING AT THE SOUTHEAST CORNER OF LOT 13. BLOCK 4, ADAMS HOME TRACTS AS RECORDED IN VOLUME 12. PAGE 50. RECOFIDS OF KING COUNTY, WASHINGTON THENCE: NORTH 88'06'23" WEST, A DISTANCE OF I C C 7c ET. T ENCE 0"" " EAST. A DISTANCE O 6257 I•tt lUV ./J FE NORTH V {, IL,VI. 1 VJ J./ TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'05'55' EAST, A DISTANCE OF 65.00 Ftt I; TI-ENCE SOUTH 88 '54'05" EAST, A DISTANCE OF 160.73 FEET; THENCE SOUTH 01 55" WEST. A DISTANCE OF 69.90 FEET; THENCE NORTH 88'54'05" WEST. A DISTANCE OF 135.73 I-ttI; THEME NORTH 01'05'55' EAST. A DISTANCE OF 4.90 FttI: THENCE NORTH 88 WEST. A DISTANCE OF 25,00 I-ttI TO TIE POINT OF BEGINNING. LOT 4 BEGINNING AT THE SOUTHEAST CORNEA OF LOT 13. BLOCK 4. ADAMS HOME TRACTS AS RECORDED IN VOLUME 12, PAGE 50. RECORDS OF KING COUNTY. WASHINGTON: THENCE NORTH 88'0623" WEST. A DISTANCE OF 160.75 FEET; THENCE NORTH 01'05 55" EAST, A DISTANCE OF 62.57 FEET; THENCE SOUTH 88'54'05" EAST, A DISTANCE OF 25.00 I tt I; THENCE SOUTH 01'05'55' WEST. A DISTANCE OF 4.90 FEET; THENCE SOUTH 88'54'05' EAST, A DISTANCE OF 135.73 FEET; THENCE SOUTH 01'05 55" WEST, A DISTANCE OF 59.90 Ftti TO THE POINT OF BEGINNING. ACCESS AND UTILITIES EASEMENT COMMENCING AT THE SOUTHEAST CORNER OF LOT 13. BLOCK 4 ADAMS HOME TRACTS AS RECORDED IN VOLUME 12. PAGE 50. RECORDS OF KING COUNTY, WASHINGTON: THENCE NORTH 88'06'23" WEST. A DISTANCE OF 160.75 FEET; THENCE NORTH 01•M5.5" EAST, A DISTANCE OF 62.57 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 01'0555" EAST, A DISTANCE OF 240.00 FEET: THENCE SOUTH 88'01'58" EAST. A DISTANCE OF 25.00 FEET; THENCE SOUTH 01'0555" WEST. A DISTANCE OF 139.62 FEET TO THE BEGINNING OF A CURVE TO THE LEFT. TANGENT TO SAID LINE; THENCE SOUTHERLY, SOUTHEASTERLY AND EASTERLY A DISTANCE OF 3927 FEET ALONG THE ARC, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90 °00'00 "; THENCE • SOUTH 88 '54'05" EAST TANGENT TO SAID CURVE. A DISTANCE OF 45.00 Itti: THENCE SOUTH 01'0555" WEST, A DISTANCE OF 20.00 H tt I; THENCE NORTH 88 '54'C5" WEST, A DISTANCE OF 45.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, TANGENT TO SAID LINE; THENCE WESTERLY. SOUTHWESTERLY AND SOUTHERLY A DISTANCE OF 3927 FEET ALONG THE ARC, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 90 °00'00 "; THENCE: SOUTH 01'05'55" WEST TANGENT TO SAID - CURVE, A DISTANCE OF 30.00 FtEI; THENCE NORTH 88'54'05" WEST, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. RECORDER'S CERTIFICATE filed for record this day of 2001..at M in book of at page at the request of the City of Tukwilla. SX(s 1 Deputy Director, King County Director, King County Assessor JOINT MAINTENANCE AGREEMENT THE OWNERS OF THE LOTS 2 -4 ON THIS SHORT PLAT SHALL BE RESPONSIBLE FOR THE MAINTENANCE -AND REPAIR OF THE UTILITY AND DRAINAGE FACILITIES WITHIN THE EASEMENTS SHOWN ON THIS PLAT AND SHALL EQUALLY SHARE IN THE COST OF MAINTAINING THESE FACILITIES. THE INGRESS AND EGRESS PRIVATE EASEMENT IS FOR THE BENEFIT OF , THE OWNERS OF LOTS 2 -4. OWNERSHIP OF THESE LOTS INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THIS INGRESS AND +, EGRESS EASEMENT, ANP AN EQUAL AND UNDMDED RESPONSIBILITY IN THE MAINTENANCE OF SAID EASEMENT. L DRYCO DRYCO Surveying, -Inc. 2714 VALLEY AVENUE EAST SUMNER, WASHINGTON (253) 826 -0300 FAX (253) 826 -9703 N S.' 150th Street T I 10' is dedicated to city of �• Tukwila upon recording of this Short Subdivision • P.L.S. 34145 Trirl Lot 12 10' x 20' Private Driveway Easement for benefit of lot 3. SURVEYOR'S CERTIFICATE: I, G. PHIL ` SARGENT, CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE OY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. s O N I- I S88'54 WE 45.00ft 1438'54'05V 11R 25AOft l �5'� RECORDING NO. SCALE: PORTION OF M38115811 95.74ft I 1 1 9934.42 SO FT 1 Fe8'S l t611 95.73ft E m m 1 94736 SQ FT Feb '54t511 150.73ft - BSBL - • M38'500514 45.00ft 111 .95SQFT 4 9596.01 SQ FT SE 1 /4, NW 1/4, S 22, T 23, R 4 E --- 3941y ft __ I ti AA). I Iw1 ; . 4 - off,.- - - I IRI - - -r - - 4) O9 - I 1 " I I % I t 3 s ��� 1 � J Lot 13 1 m I, I � z S88'54'05'E 135.73ft - FEEPC62711 160.7511 NINO Nom- VOL. /PAGE GRAPHIC SCALE 30 Steve Hewes 14720 26th Lane S. Sea -Tac, Wa 98168 60 O N O M " =30' 90 DWN. BY LS JOB NO. 2000053 SHEET 2 OF .ea w /\ A AO. jI inked 7 N-LADTUR,k A --A - infiltration trench P1.nw VIEW .L fir 3 EA ^_t - ';• pE�l �� f Q Quo° pp Q. washed rock pt V o ° Ago t,. -4' dgid es-6" flexible perforated pipe - level PROFILE VIEW NTS 1t flerit_!e perforated pipe f ne mesh screen overflow splash block washed rock 1 1/2 " -3/4" main compacted backfill 4' rigid or 6" flexible perforated pipe 1 .s-- 4. soi -f'tPC oil/water separator 4AttO PIPE CB sump t•+ /solid lid C3'x Z' MA.). SECTION A 3' lea ^'e 7Q� c.-OE $ NTS 4' ROAD - tes-, DES - Ex \St 4 J tV_OMPACTEDIDEfill;T;C:67; . dZ Rslr - r tZ 1Z.!YlIN�' rrr hL'TECS'6r =rrK.PSI 1��"_ 1YtfN !l3_- SU�Fd�C11JC�_BASE_r.Or., P) 37 U Rs/W ■ rJol 5 ALL L045 IMlnl. - (p t pE�FI SOILL & 47lLLa ' TO f tl' 3,4DS W ITN- tau 1Mf ciaxitnu3' t74- WA'fE(— `71 k-G. FdrfrJD V�[->Zc.ot�q'1 - tons (SAT - E - S /n�t9Sup6i) A.-t S ro rJ.IIrJ OR_ r , S F'. Fob'- - - -1 =uM15✓ p.m') wciLTA - ATI � - ( e, r!3bkr" 4`W X plwC.N C'ry7, Ca' vd x vac w _ .i T, te- 3i2 -57 4'• Pty Prfn, vow Rea . 4' soot 1204F : S tn PCSee - PP-A}avP.iE Cr►-e) _ _: - t ar--1. ,' ---- ' -'Ex15 want-. 1 /MC,RESSlEG2ESS /un Ltry `ASE•»NvT S Jtf� r __op I J - - �� 7 D01 -3 [r a ItJZt1?1PAcfED i cPugKtiL�a MINaS rnouA42-MAIVELri Mai ='6 tQU1eEp TETAPIPCi 0,1= .521L -CfjMIT\Oty (_ PL 31 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to eases and omissions which do not aaohsaae violations of adopted standards or ordinances the sespa.sOsO'sl for the aderjtney et the desks son ssad/ tsids the designer. Addition., Maims of snYts Is filet drawings don this don WI wit dik moms ms and will tegabe a rendedeni d owlet isdti for subsequent swot Final antismog is "Oct is Odd ispethe by the Public: Works .hits impost 3//3/0( irCCESS (rree (-r3- S7IZM 5 l - Gr SG_ STORM DO tN f _ 7.E FOR, RESIDENCE ON L »3 oNLy 15 F{l gr OF D01 -354 PERM tT RECEIVED FEB 2 0 2001 TUKWILA PUBLIC WORKS D01-354 O.L iO 3T 4R64,46.3, 0 0 33.00' EXISTING FIRE HYDRANT EXISTING UTILITY POLE WITH 0/H SERVICE 2% SLOPE 3/4" WATER LINE 2% SLOPE I I - I I . •-• 6 LINE L A ' I I 2 I I I 3' PVC P UNDER GROUND VT1LilY VAULT 3/4" WATER LINE I Elev " PVC POWER LINE • ---I • 4 ? — • • — .. 1)v • c---- • L °L- LOT #2 SHOWN FOR CLARITY FLOW LINE — LINE OF ROOF OVERHANG Ele/ 4 SEWER LINE - - r CL2 CATCH BASIN 71:VC — UTILITY PLAN SCALE : LEGAL DESCRIPTION 40XX S 150th St TUKWILA, WA LOT #3, KING COUNTY DD1-35 LI- 5 - , , 7 • — 1 :404 44*Afr 4- 44, 4 • , 30.00' x 25.50 lie - 4•4•,‘,$4 y4•40 4 •4* 4 . 44 46 # # ••• 4.# ' s $44 $ + de04# .4** A • # 4*, 4xe 'PRIVATE DRAINAGE EASEMENT LOT #3 'Mese plans have been reviewed by the Public E Department for conformance , fitti current i ,xeplefellifesubj, . and $ whicn do c ...... 3f c- standards The rect.-_.isibility " ' ell totally :.".tl '13 AO* ' liS awned drawings tc• ,uto IS subject to held lnupIIfl tL By Date u oi 0 1.44.10 , a S a !; i 11104-e 149 ‘irc tcsi 44 .169, proil6-0 -- i4e 110- 12-0" A NCA PIrP SITE PLAN • SCALE LEGAL DESCRIPTION 40XX S 150th St TUKWILA, WA LOT #3, KING COUNTY LOT COVERAGE AREA OF SITE: LOT COVERAGE: COVERAGE PERCENTAGE: A-mr � eitortr ptirret,41 0 - LOT SHOWN FOR:CLARITY FIRE DEPT-. -11.4.01141e.ou,s46 CONDS-RAACIED ftS PIAIZT OP HE I PLAT INFefiST1224..c*R. I PERM iT o-O3 • 5` 4 • 04V+W 04.0+1,04 'Ow 4•4‘.,44.0.,,, -. EL • .4' 4i.$ 484 4.040 0*P*. Ve4t.44., 49' OM" 410+ 4 1 0 ,4 4 44 4 4 /41 , 4$4.4 ' 4v $ 44 ej. P*; 1 4,4 4 4.1 1.4 1 4 7k ..ogsmAar • 1•••••4. ( • j 135.73' 15 li I I I I I 1 1 I. / — ' LOT #4 SHOWN i sErscor li— LA 12.0ADIA.U4y MfrieACING AT THE PRO VIDE PeRMAINE/01- FOR CLARITY ED 6E oFF ERE be.PT. - 11.4 tan) AR.xm nn::) 11112.95 SF 1774 SF 15.96 % 71) BE i EL• I / IINE Lo-i 3 0 .E ieus SHOW' Pt.Pir 0.9 03s 00 _ 12.e.c,orai Q..loolocio4900003 d d L girt pep, 016 v )g . 12.,e5IDg Ce u SHALL 13_ too sTPA p 5HT 2. Ql 2 - RECEIVED NOV 0 6 2.001 PUBLIC 3;y41115 ; COlaClek STUDIOS OFFICEME0.4 544ALL,CHELLA013.4 ONLTONESILLCIVIIEFWIEWILIA ThESEPLANSATTHEADOWSLISEDINIT. TTLIFIYOCC ANYL5E0itilaW01.4 ISM110VrIOAMEMP15/41 0.1.108.11/0105155MOLVP CHILIADEKSTV0105SHAMNOTIE P.E,PONSIMEFOKANVOSW Thei£DRAW.3.10VLSEOWANY 0iFICIAI,MOVINC.41. PROFMONALCONSVLINCATAN mo.roconsTwatota. maliEs.were SUCH OEVIA110N0112WK.S PIANSNVILIFIUANYMPOMBILIT CHELLADEKSTV0105MAMMILIMIN RESPECIT0THISPIANOILCONSSONNT 031.111UCTION. RE-SAITAFTME PRAM. ISSIIIICTLYPRCHINTE0. OCOMIGHT 2001 0.1.5,5114405 OESIGNE.CHELLADEKSTIVIOS DRAFTE... 1700.09/30/01 PRAM. RE/0A1E z LU LU L.) z LU LU 0 c u 1 v LU a LU 2 OF A , GENERAL NOTES CODE UNIFORM BUILD.N6 CODE REQUIREMENTS ARE TO BE FOLLOWED PER THE 1997 EDITION AS PELL AS ALL APPLICABLE CODES, AND AUTHORITIES HAVING .URI5DIGTION. BUILDING CONSTRUCTION TYPE: VN SNOW LOAD P.S.F. OCCUPANCY GROUP: R - 3 SEISMIC ZONE: 5 FIRE ZONE: 3 WIND SPEED: 80 MPH EXPOSURE CATE60RY: B CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL EDO ALL PERMANENT CONNECTIONS HAVE BEE INSTALLED. IN5TA. IT 15 PE CONTRACTORS RESPONSIBILITY TO IDENTIFY A DESGREPANGIES TO THE DESIGNER AT THE TIME THEY ARE NOTED FOUNDATION UNLESS A SOILS INVESTIGATION BY A QUALIFIED 501.5 ENGINEER 15 PROVIDED, -TIP STORY DESIGN 15 BASED ON ASSUMED AVERAGE 501 BEARING OF 2000 PSF. TWO STORY PERIMETER FOOTINGS HM SHALL BEAR I'-b• (MINIMUM) S4 FINISHED GRADE. .....-LONE STORY PERIMETER FOOTINGS SHALL BEAR 12 MIN. BELOW FINISHED GRADE SEE DETAILS ON SHEET .2 * SEE TABLE 18-1-0 99 IN 17 LEG. ALL FOOTt:15 TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BAGKFILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. PROVIDE 2X2 7 X3 /Ib' THK. STEEL WASIER AT ALL ANCHOR BOLTS PER 1997 LEE SECTION CONCRETE MINIMUM GLASS AND USE F'C SLUMP SACKS /C.Y. A - FOOTINGS AND 2500 3-4 5 1/2 FOUNDATIONS B - 5LAB5 ON GRADE 2500 3-4 5 1/2 I. AIR ENTRAINING. AGENT (5% TO 6 %) TO BE USED IN ALL CONCRETE FLATMORK EXPOSED TO WEATHER 2. POSSOLITH 300 SERIES (4 OZ. PER LOOS OF CEMENT) TO LEE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN AGGORDANOE MTH THE PROVISIONS OF SECTION 1904 OF THE LEG. 4. WATER -- CEMENT RATIO PER UBC 1905.1 REINFORCING STEEL ASTM A615 GRADE 60, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONCRETE COVER OF REINFORCING (PER 11EGI907.7J) CONCRETE CAST AGAINST AND PERMAENTLY EXPOSED TO EARTH. 11/2° CONCRETE EXPOSED TO EARTH OR WEATHER I V2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR NEATER. 3/4• SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER LM COLUMN VERTICALS. CLASS "A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS_ SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. FRAMING ALL FRAMING TO COMPLY MTH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO LEG TABLE 23-II-B-1- 4 TABLE 23 - II - FOR BOLTS SEE TABLES 23-III Bs t 23-ii1 -B-2- ALL WOOD IN CONTACT WITH CONCRETE TO EE PRESSURE TREATED. 6' MIN. CLEARANCE BETWEEN WOOD AND EARTH E MIN. CLEARANCE BETWEEN FLOOR JOISTS AND EARTH 12• MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH LUMBER STRENGTH (UNITS IN PSI) F 75 - IS 75 STUDS: HH4 -FIR 93 STUD GRADE JOIST, RAFTERS: (2X10) HEM - FIR .2: (202) BEAMS, ;.ADEPS, LINTELS, GIRDERS: 4700 4 NOMINAL DOUG -FIR •1 b" NOMINAL DOUG -FIR al SLUED LAMINATED. TIMBERS: DOUG -FIR LARCH (24F -V3) MICRO -LAM LVL. LOADING: ROOF: 15 PSF DEAD LOAD FLOOR: 1OPSF DEAD LOAD CEILING: 5 PSF DEAD LOAD DECK: 5 P5F DEAD LOAD INTERIOR PARTITION: EXTERIOR PARTITION: PLYWOOD WOOD TRUSSES F 515 - 1 - 5 icris 95 1000 85 050 335 2400 285 2800 + 25 PSF LIVE LOAD « 40 P5F UVE LOAD « 10 PSF LIVE LOAD « 60 P5F LIVE LOAD STRUCTURAL GLUED- LAMINATELI LUMBER E 1,4POpO0 1,400,000 1300,000 .700,000 1,600000 1000 ,000 2000.00 40PF 50 P5F = 15 PSF - 65 P5F PSF 10 PSF BOLT HEADS AND NUTS BEARING AGAINST WOOD TO T PROVIDED WITH FLAT CUT WASHERS. WOOD BEARING ON OR INSTALLED WITHIN I OF MASONRY OR CONCRETE TO HE TREATED MTH AN APPROVED PRESERVATIVE SOUR BLOCKING OF NOT LE55 THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDE BLOCKING OR APPROVED BRIDGING. AT E -0 O. FOR FLOOR JOISTS, 10-0' FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 1/2• DIAMETER AT 4' -0• 00. OR PER SHEAR WALL .1- EDI/LE; MINIMUM 7' EMBEDMENT. ALL METAL FXAMI. ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL TEE SIR° . TIE CONL'S-LTORS' AS MAN.FACTI9ED BY SIMPSON COMPANY OR APPROVED EQUAL. PLYWOOD WALL AND ROOF SHEATHING SHALL BE I/2' CD0 OR 1/16 OED. EXTERIOR GRADE UNLESS OTHERWISE 5FEGIFIED. MINIMUM NAILING SHALL BE 10 PENNY O 6' OC: 0 PANEL EDGES AND IT 00. IN FIELD_ SF24 INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4' GDX MG (OR EGUAU, UNFS6 OTERWISE SPECIFIED. MINIMUM NAILING SHALL BE 10 PENNY AT 6 OP. a PANEL EDGES AND 10 0.0 IN FIELD SPAN INIDEX SHALL BE 40/20 STA66ER DV LAPS AT ROOF AND FLOOR SHEATHING ALL EDHE5 OF PLYWOOD IN FLOOR ROOF AND WALLS SHALL BE SUPPlT27ED- PLYWOOD EDGES AT FLOOR APO ROOF SHALL BE SUPPORTED AT ED6E5 MTH CLIPS, BLOCKING OR OTHER APPROVED METHODS. PLYWOOD EDSFS AT WALLS SHALL BE SUPPORTED BY FRAMING MEMBERS OR BLOCKING. 058 SHEATHING PRODUCTS OF EMJT /ALFNT SPAN RATINGS SHALL BE ALLOYED. SHALL EC DOUGLAS FIR F 5IJC.44 G PROVIDE TO n£ REQUIREMENTS OF U.S. PRODUCT STANDARD P5 56. LLM'IBER SHALL BE OF OF SUCH GRADE TO PROVIDE NORMAL WORKING STRESS VALUES OF 2400 PSI IN BENDING; 1100 P51 IN TENSION; 1600 P51 IN 551014 PARALLEL TO GRAIN- 0 PSI IN COMPRESSION PERPENDICULAR TO GRAIN GRAIN AND 165 P51 HORIZONTAL SHEAR ( 56 COMBINATION 24F -V3). LAMINATED MEMBERS TO BE ADO CERTIFIED. USE WATERPROOF SLUE. TRUSSES SHAD- BE DF516N o BY A REGISTERED WASHINGTON STATE EN61NE32 AND FABRICATED FROM ONLY THESE DESIGNS. TRUSSES-: TO BE STAMPED BY THE MANUFACTURER OR BY A QUALITY CONTROL AGENCY SUCH A5 THE WASHINGTON STATE TRUSS FABRICATORS COUNCIL. ROOF TRUSS DESIGN SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. NON - WEARING WALLS SHALL BE HELD AWAY PROM TIE TRIU.Y BOTTOM CHORD rum AN APPROVED FASTENER (SUCH AS SIMPSON STG) TO MOIRE THAT TIE TRIOS BOTTOM CHORD MU- NOT BEAR ON THE WALL. APPPROVEO HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO PIE MAIN GIRDER TRUSS. ALL ROOF TRUSSES SHALL RE FRAMED AND TIED INTO TIE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE WILDING. ROOF TRUSSES SHALL HAVE JOINTS YELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TERMED BEFORE ANY LOAD 15 PLACED UPON 'ME TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. TRUSSES SHALL He PE516NHD FOR UNIFORM LOAD!. AS FOLLOWS: TOP CHORD 35 PSF OF TRIBUTARY AREA BOTTOM CHORD 5 PSF OF TRIBUTARY AREA TILE ROOF 45 PSF TOP CHORD 5 PSF BOTTOM CHORD FIREPLACES MASONRY FIREPLACES AND CHIMNEYS ARE TO BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF THE USG AND HMG. FLUE LINER MINIMUM 5/5 FIRE CLAY (OR EQUIVALENT) PER MG SECTION 5102 AND TABLE 3I-B. MLLE AREA PER UBC TABLE 31 -A CHIMNEYS SHALL SUPPORT ONLY THEIR OWN WEIGHT U6_.5 SPECIFICALLY DE5161'ED TO SUPPORT ADDITIONAL LOADS. ALL FIREBLAGE ARE TO BE PROVIDED MIN TIGHTLY FI111145 FLIE DAMPERS, OPERATED NTH A. READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OF COMBUSTION AIR; M)NITHH4 PLOT SIZE OF 6 SQUARE INCHES IN AREA, ;PROVIDED WITH READILY OPERABLE DAMPER LOCATED IN FRONT PART OF FIREBOX PREFABRICATED FIREPLACES. CHIMNEYS AND RELATL7 COMPONENTS TO BEAR UL. OR DOORS AND WINDOWS 12 « OPERABLE DOOR MIR ANDI B• STS TO MM 36 DEEP X ALL 6LAZM6 TO BE PER WSEC TABLE 6-2 05055 NOTED 01+ERWISE. ALL SKYLIGHTS AND 51CYWALL5 TO BE SAFETY LAMINATED 6LA95 UNLESS NOTED OTHERWISE. FRE RCAF DOORS TO ZE DOUBLE GLAZED NON TESTED ASSUMED U VALUE OF 90, UNLESS NOTED OPERA., WITH SAFETY GLAZING. FACTORY WILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 05 CFM PHR LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD A5TM E 285.15. SITE WILT AVID MILL WORK SHOP BUILT WOODEN 545+4 ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE BUT MUST BE MADE TIGHTLY FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 05 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. EACH LIGHT SHALL SEAR THE MANUFACTURERS LABEL DESIGNATING THE TYPE AND THIGGE96 OF 6.455. IDENTIFICATION OF GLAZING, IN HAZARDOU Loc./maw SHALL BE ACCORDANCE WITH UBC SECTION 2406. PROVIDE � 00055 TO VI AS WELL DOORS OO THE EXTERIOR/1 PROVIDE SELF -G T LOSAIRE DEV ( D00R TO GARAGE, PBX LEG 502A, EXLEPT1ON 3. SCE: PLANS FOR - MAXIMUM .ALB. AREA - 6 MPS. AND MODE- FOR HRS. - WEIGHTED UA CALCULATION FOR SUB-STATIDARD GLAZING. SAFETY GLAM. LOCATIONS AS PER LEL SECTION 2406.4: I. INS AHD EGRESS DOORS 2. SLIDING SLASH DOORS, SVANSINS GLASS DOORS 3. SHOVER AMID BATHTUB ENCLOSURES 4. 6LAZI5 W/ THE EXPOSED EDGE MINN A 24• ARC OF BITTER VERTICAL ED. OF A DOOR IN PE GLOSSED POSITION, s ROTTOM EDGE 15 LESS THAN 60 ABOVE THE WALKING SURFACE 5. GLAZING GREATER THAN 9 SF. LE55 THAN 15 ABOVE FINISHED FLOOR b- 6LAZINS IN 540505AIL5 7. GLAZING IN STAIRWELLS MD WITHIN 5' OF TOP / BOTTOM OF STAIRS. INSULATION UIlSS NOTED OTHERWISE, INSULATION TO BE PER P5EC TABLE 6-2 INSULATION BAFFLES TO MAINTAIN] ABOVE INSULATION BAFFLES TO EXTEND 6• ABOVE BAIT INSULATION. BAFFLES TO EXTEND IY ABOVE LOOSE FILL INSULATION. INSULATE BEHIND TU35/S14OP®R5, PARTITION AND 0051ER5. FACE STAPLE BAITS FRICTION FIT FACED BAITS USE 4 MIL POLY VAPOR RETARDER AT WALLS USE PVA PANT MTH A DRY CUP PERM RATING OF I MAX WALLS BETWEEN HGEE AND GARAGE R -I9 UNO. FLOORS. ABOVE GRA., SPACES, HARASS, 12-19 LINO. OR AT CANTILEVERS OVER GRADE TO HAVE ALL ATTIC SPACES TO HAVE • CEILMSS R-00 (MIN) U0(O. DUCTS IN UNHEATED SPACES R SHALL HE 50 MEET REQUIREMENTS OF 1987 NAEGA AVID LABELLED. 645 WATER HEATERS YMASHINGTON STATE ENERGY CODE - TABLE 6 -2 WAG 51-11 - EFFECTIVE JULY 1,1996. TABLE 6-2 - PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE i - HEATING BY 0114ER FUELS 6L e OPP.ON•NVAC 6LAaNG WADI. DOORS CELL VALL Yw EN .L HALL -T! Yw.L -FJCT4 noose sLA6 E.P. IS MOM LLVALIE VA ALIP . 133L014 BELOM ON 9196. AREA • GRADE GRACE GRADE GRADE II. NEED 111. M. VI . O VII. H>®. IZ.P 21% 904 0.10 O. 0.3 065 060 0 0 0.40 0.40 0.40 0.40 0.40 0,40 0.40 RAO RHO RAO R -90 R-0 12-3 RHO R -30 12-90 R -30 R -30 R-JO 12$ R-5 R,49 R-W Ft RH9 R-p R-6 R-B R-W R-N R -19 R-M R -19 R-10 R-10 R-0 R -10 R-10 Rio NOTE WE USED, TEL. 67 FOR PRESCRIPTIVE REQUIREMENTS FOR EEC. REPS. HEAT. • SEE GLAZING 51A47ARY FOR EXERCISED WNW MNIMl1 RFCPRE MELTS FOR F.ACM OPTION LISTED. FOR EXAMPLE IF A PROPOSED DWI. HAS A GLAZING RATIO TO TF E CO INTIOED FLOOR AREA OF WS, IT WALL CONEY NTH ALL THE RECUIR<f8N5 OF TIE 236 611.1216 OPTION (OR HIGHER). PROPOSED DJESI6N5 WHICH CANNOT MST TIE SPECIFIC REIJARBMENTS OF A.STD OPTION ABOVE, MAY ,ALOE ATE COMPLIANCE BY CHAPTERS 4 OR 5 OF THIS CODE REGUIR@BNT APPLIES TO ALL CEILINGS Excel, SMOLE RAFTER OR JOIST VAULTED GEILD53. ADV DENOTES ADVANCED PRAM® CEL1146_ 3 REOLMENBR APPLICABLE ONLY TO 5365LE RAFTER OR JOST VALLTID COLIN. 4 SB.D), GRADE VOLTS SHALL BE RELENTED 19714312 ON TE EXTERIOR TO A T9N114A1 LEVEL. OF R -0 OR ON THE INTERIOR TO THE SANE LS.- AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE MALLS WALL EE A WATER RESISTANT MATERIAL MANUFACTURED FOR 175 WHOM USE AND INSTALLED ACCGR7IN6 TO THE WINFALT RIBS SPECIFICATIONS_ WE SECTION 6022 5 RLYJRS OVER GRAN. SPAC 6 OR EXPO' S TO AMBETT NR CONDITIONS. N REWIRED SLAB SERA 5 IEU_ATIOt SHALL E WATER REP:5T MATH AL, MANUFACTURED FOR Ds INTENDED 1BE, AO 96TALR.ED AGCOZDINS TO MANUFACTURERS SPECIFICATIONS. SEE SECTION 6024. 1 TEWE OPTIONS SHALL T£ APPLICABLE TO BUILDINGS LLB THIN THREE STORM.. 6 THIS WALL IBULATION REGIUIREBNT DENOTES R-14 WALL CAVITY INSUJSION PUS R-5 FOAM SHEATH.. MNIMM HVAC ECUIPNENT EFFICIENCY RWUIREI 8NT. loYY DENOTEW AN ARE OF 0.74. ME.' DENOTES AN AFLE OF 0.78. He. DEMOTES AND ARE OF 096. MISCELLANEOUS NOTES 4 9 R -19 R R49 -19 R -25 R-05 I. GUARDRAILS TO BE 3b• MIN ABOVE FINISH FLOOR- 2. HANDRAILS TO BE 34' - 38 ABOVE N051NS, WITH HAND&RIP OF I I/2' - 2' IN CROSS SECTION. 3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE 105 HA IATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4• IN DIAMETER CANNOT PASS IT-RCWSH. 4. ONE HOUR FIRE SEBARAI1ONS BETWEEN 6ARA6E AND DWELLING: INSTALL 5/8' TYPE X GYPSUM WALT- BOARD ON ALL WALLS AND CEILINff, BEAMS, POSTS AND BEARING WALLS. STAGGER JOINTS FROM PLYWOOD BELOW WERE APPLICABLE. • BEDROOM EMERGENCY EGRESS : MNINUM NET CLEAR OPENING OF 5.1 50. FT., MIN TOT CLEAR BLE MOTH OF OF RO• 20' AND MINIMM NET CLEAR OPEIN6 HEIGHT OF 24•. MAXIMUM FINISHE1615(5 D SILL HEIGHT OF 44• ABOVE FLOOR. 6. EACH SL(3.PIN6 ROOM SHALL BE PROVIDED W/ A 5MOIE DETECTOR (INTERCONECT 0) PER SECTION 310.9. SMOKE DETECTORS SHALL BE PROVIDED WU A BATTERY BACK-UP. PER SEC. 310.9.13 AND, LOCATED PHR SECTION 3109.1.4. 1. ANCNORED VENEER SHALL BE PROVIDED NTH 422 6A X 3/4 GORR051ON RESISTANT ANCHOR TES. THE ANCHOR TIES SHALL BE SPAGED A MAX. OF 24 OH. AND SUPPORT NO MORE THAN 2 50. FT. OF vENEER. IN 5ESMI0 204E 3 t 4 TIE EXTENDED LEG OF THE ANCH05 TIE SHALL LOOP AROUND A N G.A. CONE. THORE. JOINT REINFORCEMENT R -10 R -10 R -b R -D R - R.-5 R -D INTEGRATED 1NHOLE HOUSE VENT SYSTEM SPECIFICATIONS FOR THEy94 VB(TILATION AND INDOOR AIR QUALITY CODE FOR THE INTERMITTENTLY OPERATED INTEGRATED FORCED AIR VENTILATION SYSTEM. A. SOURCE SPECIFIC VENTILATION REQUIREMENTS I. EDWAUST FAN REQUIREMENTS: A- BATHROOMS, LAUNDRIES, AND POY'IDER ROOMS - 50 CFM. a 025 W6. B- KITGH HIAT - 100 CFM • 025' W.. RANGE HOODS AND DONN DRAFT 12AN655 MAY BE RATED AT 100 CFM a 025' Y.S. 2. EXHAUST DUCT REQUIREMENTS A- ESE INSULATED TO R-4 IN UNCONDITIONED SPACES. B- BE EQUIPPED WITH A SAF.KORAFT DAMPER C- TERMINATE OUT51DE TIE BUILDING 0- COMPLY NTH TABLE 5-5 B WHOLE HOUSE VENTILATION REQUIRE -ENT. OUTDOOR AIR SHALL BE SUPPLIED TO ALL HABITABLE ROOMS THROUGH THE FORCED AIR HEATHS SYSTEM USING THE FOLLOWING METHOD. I. FRESH AIR INLET DUCT SHALL COMPLY MTH TFE.FOLLOWING: A- BE SIZED AGGORDINS TO TABLE 3-5. 5- ESE DUCTED FROM THE EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM FOUR FEET UPSTREAM OF THE FURNACE BIOY'8R: G- RE INSULATED TO 5-4 MEN LOCATED WITHIN HEARTED AREAS_ 1:7- BE PROTECTED FROM TE INTRT OF INSEGT5, LEAVES AND OTHER MATERIAL. 5- NOT REGEiVE FRESH AIR FROM THE FO LOMNb AREAS: I) WITHIN TEN FEET OF AN APPLIANCE VEST OUTLET, UNLESS THE VENT OUTLET IS THREE FEET ABOVE THE FRESH AIR INLET. 2) WERE IT HILL FIG( UP OB.EGTONABLE 00055, 94555, OR FLAMMABLE VAPORS. 3) A HAzARDoU5 OR UNSANITARY LOCATION. 4) A ROOM OR SPACE HAVING FUEL BUR/4I. APPLIANCES THEREIN.. 5) GLOSSER THAN '10' FROM A VENT OPENING OF A PLUFSIN6 DRAINAGE SYSTEM UNLESS TIE VENT OPENING IS AT LEAST THREE FEET ABOVE TIE FRESH AIR INLET 6) ATTICS, GRAN. SPADES, OR 5ARA5E5. F:o !-�b 2. THE INLET DUCT SHALL SE EQUIPPED WITH ONE OF THE FOLL.OWIN6: A- THE INLET DUCT SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL TIMER OR B- A FIXED DAMPER INSTALLED AND SET TO MST MEASURED FLOW RATES AS SPE-GIFTED IN TABLE 3-21 OR C- AN AUTOMATIC FLOW RE6+0.411 6 DEVICE WITH FIELD MEASURED MINIMUM NEGATIVE PRE50RE OF 0.7 INGF05 WATER GAME AT PE POINT WHERE THE OUTSIDE AIR DUCT 15 CONNECTED TO THE RETURN AIR PLUM. 3. VENTILATION SYSTEM CONTROLS: AN AUTOMATIC CONTROL. SIGH AS A GLOC.K TIMER SHALL BE INSTALLED M A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE CAPABLE OF GONTISUQY OPERATION AND HAVE AN AUTOMATIC AND MANUAL CONTROL. AT THE TIME OF TIE FINAL AU FINAL INSPECTION, THE TIMER SHALL BE SET TO OPERATE THE YYiKAE HOUSE FAN AND MOTORIZED DAMPER FOR A MNIMM OF E16HT HOURS. THE INTEGRATED VENTILATION SYSTEM SHALL DEMONSTRATE COt- NUANCE WITH VIAQG SECTION 3022.2 BY EITHER ON SITE FLOW TESTING OR AN ENGINEERED 17ES16N DEMONSTRATION OF COMPLIANCE SHALL BE MADE AVAILABLE FOR THE INSPECTOR BEFORE A CERTIFICATE OF OCCUPANCY HILL BE ISSUED NOTE: THE GOVERNING WILDING LEPARTMENT 5550145/05 THE INSTALLATION OF A CENTRALLY LOCATED WHOLE 80155 EXHAUST FAN WITH A MANMM SOME RATING OF 15 AND SIZED ACCORDING TO TABLE 3-2 AND CGMEGTED TO THE ALTHMATC CONTROL TIMER. THIS WILL FACILITATE FRESH AIR DISTRIWTION AND REDUCE THE POSSIBILITY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE WILDING CAVITIES. INTERIOR 00055 SHOULD BE UIDERCUT ONE HALF INCH ABOVE THE FINISHED FLOOR TABLE 3 -2 CFM !MINIMUM MAXIMUM 50 IS BEDROOMS 2 O LESS 4 00 120 150 180 L THIS TABLE SHALL NOT EE USED FOR DWEIIJN6 UNITS CONTAINING MORE THAN 5 BEDROOMS. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING: FAN TESTED CFM 0 025 Mb. 50 5 INCH 6 INCH 50 50 80 80 100 125 125 MINIMUM MAXIMUM FLEX LENGTH DIAMETER FEET 4 INCH 5 INCH 6 INCH 4 INCH (2) 5 INCH INCH 5 INCH (2) 6 INCH 6 INCH 7 INCH S 90 NO LIMIT NA 15 6 INCH 5 INCH NA 45 15 70 MINIMUM SMOOTH DIAMETER 4 INCH 4 INCH 5 INCH 6 INCH INCH 1 INCH MAXIMUM LENGTH FEET 70 100 NO LIMIT 20 100 NO UMIT 50 NO LIMIT NO LIMIT NO LIMIT MAxiMuM ELBOWS 1 3 3 I. FOR EACH ADDTIONAL ELBOW SUBTRACT 10 FEET FROM LH :6714 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE TABLE 3 -5 PRESCRIPTIVE INTEGRATED FORGED AIR SUPPLY DUCT SIZING HEATING NUMBER OF BEDROOMS 2 OR LESS 4 MINIMUM SMOOTH DUCT DIAMETER 6- 7• 8• MAXIMUM FT EE 20' 20' 20 MINIMLM FLEX DUCT DIAMETER 7• 5 • 9 MAXIMUM NUMBER OF ELBOWS I (2) I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I ICJt 2. FOR HS.. NUMBLSRING MORE THAN 3 INCREASE DUCT DiAtEil34. 1 INCH. BAS I G MECHANICAL SOLID FUEL BURNING APPLIANCES SOLID HALL BURNING APPLIANCES INCLUDE ARTIHHT STOVES, FIRH'1AGE STOVES, ROOM HEATERS / FIRrPLAGE STOVES, FACTORY -BUILT FIEPLALES. ATM FIREPLACE M5ER75. UNLESS 01ER055 ADOPTED BY K345 COUNTY, ALL SOLID FUEL EURHUN6 APPLANCES SHALL COMPLY WITH TIE PROVI510145 OF 5E0TTON5 906 AND 908, Mc. EACH DWELLING UNIT SHALL SE PROVIDED MTH HEATN6 FACULTIES CAPABLE OF MAINTAINING A TE4PBL47URE OF 70 P AT A HEIGHT OF 5• ABOVE THE FLOOR IN ALL HABITABLE ROOMS. WEN THE OUTSIDE TEMPERATURE 15 AS .1 FORTH IN SECTION 502. WASHINGTON STATE ENERGY CODE. SECTION 910)1, TOG, DEFINITION: BUILDING ENVELOPE THE ELEMENTS OF A BUILDING. YHIGH ENCLOSE SEC 201 CONDITIONED SPACES THROUGH WHICH THERMAL ENERGY MAY BE 8.5EC. T T Y of FROM TIT 105 EXCEPT AS 0050 57 A - FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING 0N@OPE (CONSTRUCTED UNDER THE WA5NNRTON STATE BE RSY CODE) SHALL. OBTAIN GOMBU5TION AIR FROM OUTDOORS, MEETIN6 THE PROVISIONS OF SECTION 109, SAC - g - TO FEET THE PROVI5105 OF SECTION 806.E U.MC. . FUEL 506(16 EQUIPMENT LOCATED OUTSIDE TIE WILDING ENVELOPE SHALL BE VENTED G - DUCTWORK, LOCATION AND SOURCE OF COMBUSTION AIR, REFERENCE SECTIONS 102 - 107 U.M.C. ALL WARM -AIR HIRNAGES SHALL 55 LISTED AND LABELED BY MI APPROVED AGENCY A1417 INSTALLED TO LISTED SPECIFICATIONS, SECTION 904, MC. APPLIANCES INTENDED FOR ISTALLATON IN CLOSETS. ALCOVES OR 00101+ED SPACES BE SO LISTED. SECTION 504 MC. WARM -AIR FURNACES SHALL BE INSTALLED M A ROOM USED OR DES1614ED TO 55 USED A BEDROOM, BATHROOM, GLOSET OR IN ANY ENCLOSED SPACE WTN ACCESS ONLY 5UGH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACES. ENCLoSED FURNACES AND BSGTRIG HEATING FURNACES. SECTION 3044 (3), 1140. NO WARM AIR FURNACE SHALL. BE INSTALLED IN A CLOSET OR ALCOVE LESS THAN U WIDER THAN THE FURNACE OR FURNAGE5 INSTALLED THEREIN NTH A MN1MIM CLEAR WORKING SPACE LESS THAN 5• ALONG THE 51DES, BACK AND TOP OF THE MANAGE. SECTION 904.2 (U, UMG. LIQUEFIED PETROLEUM 6A5-EURNIN6 APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION HERE HEAVIER -THAN -AIR 645 MIGHT COLLECT. APPLIANCES SO FUELED BULL NOT BE INSTALLED IN AN ABOVE-SRAM UNGE R -FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED NTN AN APPROVED MEAS FOR REMOVAL OF UNBURNED GAS. SECTION 5045, USG. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WIG. GENERATES A 6LOW SPARK OR FLAME CAPABLE OF E644171N6 PLAMMA GL.E VAPORS SHALL BE INSTALLED MOH .THE PILOTS AND BURNERS OR HEAT. ELEMENTS AND SNTGHCS AT LEAST 18 RIVES ABOVE THE FLOOR LEVEL. 60011 N 90315, MC. FIRE DAMPERS NEED NOT 5E INSTALLED IN AIR DUCTS PAWNS THROUGH THE WALL, FLOOR OR CEILING SEAR/ INS A RESIDENCE (GROUP R DIVISION 9 OCCUPANCY) PROM A 6ARA6E (6ROUP U. DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STML HAVING A 114104QE99 NOT LESS THAN 0.019 INCH 940. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPINING. INTO THE GARAGE SECTION 302.4, LEG. WARM -AIR FURNACE INSTALLATIONS IN ATTICS OR GRAN_ SPACES SHALL COMPLY NTH SECTIONS 919, 320, AND SO4.1, 9045 UM, . EVERY APPLIANCE DE516100 TO SE VENTED SHALL BE ...camp TO A VBLTI5 SYSTEM COMPLYING WITH GNAP15R. 6., AND TABLES NOS. 8-B AND 6-C, UMG. EVERY FACTORY WILT CHIMNEY, TYPE L VENT, TYPE B 649 VENT OR TYPE BA GAS VENT SHALL BE INSTALLED IN ACCORDANCE MTH TIE TEiME OF ITS USTN6, MANIFAGTURER5 INSTRUCTIONS AND THE APPLICABLE PITY. OPEC C5 HMI, 801, UMG. A TYPE B OR BW 645 VENT SHALL TERMINATE PER EEG. 806.4 4 NHL. 8-A !MC. A TYPE L VENTING 511TE4 SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT MERE RE TE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BULD•6 WTHIN b' OF THE VENT. SECTION 5064, UMC., TABLE HA VENT GON4EGT055 . SHALL 55 INSTALLED MINN NE SPACE OR AREA IN 3441011 DUCTWORK A - DUCT SYSTEMS SHALL BE OF METAL AS 5ET FORTH 34 TABLES 105. 6-A, 6-B AND 6-0 OR FACTORY -MADE AIR DUCTS COMPLYING WITH UMG. STD. NO. 6-I, 1140. FURNACE AIR DUCTS IN THE GARAGE THAT PASS 5ROU6HT THE LIVING /GARAGE COMMON WALL SFLV1. BE NO. 26 SAGE STS OR TRIG CE R B - (RECTANGULAR � E 6-A (RECTANGAR DUCTS) AND TABLE No. 6-B (FLAT, OVAL AND ROUND DUCTS), G - INSTALLATION OF DUCTS SHALL COMPLY WITH SECTION 605 UMG. D - DUCT INSULATION SHALL BE INSTALLED IN ACCORD. WITH TABLE 5-IT NI EEG.. INFILTRATION CONTROL I. EXTERIOR JOINTS AROUND WIND.. AND DOOR FRAM -ES, OPENIN65 5ETMEEN HALLS AN" FOUNDATIONS, HETY�N WALLS AND ROOF AND BETWEEN WALL PANELS; - ._...- �.._:r..r_...:_ . -..._. _....._... _,_ _ OFE7NIN. AT PEEIRATIONS OF UTILITY 5ERVIGE5 THROUGH HALLS, FLOOR AND F I L F_ COPY ROOFS; AND ALL 011-ER SUCH OPENINGS IN TIE WILDING ENVELOPE, INGUJDIN6 ACCESS PANELS INTO UNHEATED SPACES, SHALL SE SEALED, CAULKED, 645115TED OR I understand that F 'an Cheek eaprovais a 'V MEATNERSTRIPPFD TO LIMIT AIR LEAKAGE. subject to. errers and omissions and approval 2. ALL EXTERIOR DOOR5, OTHER THAN FIRE -RATED DOORS, SHALL BE 17.16NED TO o de,s ^.Ct a:1t.^oriZE t E'vloiail.J. e ai `y LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS a tC - d code or ordinance. RE. , ' con I BETMEEN RESIDENCE AND GARAGE ARE NOT GOKSIDERED FIRE' AND MUST P MgT NNE ABOVE REQUIREMENT. tractor's cep_` T aPorC'v d plans an<TOIl UCyc'd. 3. ALL 5510+1OR 0600(15 SHALL BE DESIGNED TO OMIT INFILTRATION INTO OR FROM TIE WILDING EMELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD A5TM E 263 -13. SITE -WILT AID MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER - STRIPPED, CAULKED, AND MADE TIGHTLY FITTING. 4. REGE55ED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER MSEC SEC. 502.4.4. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN 5+01.055 RAFTER SPACES FORT -ED WERE GEILIN66 ARE APPLIED DIREGT-Y TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. A 6ROUID COVER OF 6 MIL. (00069 BLACK POLYETHTLENE OR Bfi0NALHNT, SHALL BE LAD OVER THE GROUND IN ALL GRAM. SPACES. THE 6ROU D COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO PE FOUNDATION WALL. PE NET FREE VENTILATING. AREA FOR ATTIC VENTILATION MAY RE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED A VAPOR RETARDER HAVING A PERM RAT166 NOT ET(G®I46 I 15 INSTALLED ON THE WARM SIDE OF THE INSULATION. THE VAPOR BARRIER BEHIND THE BATHTUB MGT HAVE A FLAME-SPREAD OF NOT GREATER THAN 25 AND A SMOKE DE0111 OF NOT GREATER THAN 450. UBG SEG. 1075. HEATING EQUIPMENT REQUITED HFA1N6 SYSTEM EFFIGIENGIE5 ARE DETERMINED BY THE TYPE OF 5LAZIN6 INSTALLED. FOR A BREAKDOY'WN OF REQUIRED HEATING SYSTEMS FOR EACH TYPE OF GLAZING!, SEE 'MEG TABLE 6-2' IN GENERAL WITS. GAS RV. UNITS SHALL Be ISOLATED FROM UVINS AREAS, SET ON TOP OF AN 18' HEM - 180JR PLATFORM, AND HAVE GOM EL AIR DUCT AND EXHAUST FLUE PER ALL APPLICABLE CODES. M/4C 6211Ph54T FOR LOW-RISE RESIDENTIAL SHALL BE SIZED NO GREATER 14AN 150% OF DESIGN LOAD. WATER TANK TO BE LABELED PER 1957 NAEGA , APPLIANCES DESIGNED TO EE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLAEE -,. R -10 INSULATION UDER ELECTING WATER HEATERS 25 GPM FLOW RESTRICTORS ON SHOWERS, TU135 AND LAVATORIES. FIREPLACES - (SITE BUILT AND ZERO - CLEARANCE) MANUFACTURERS INSTALLATIONS INSTRUCTIONS TO BE ON SITE FOR FR 141. INSPECTION FIREFLAGES SHALL SE PROVIDED MTH: A - TIGHTLY FITTING FLLE DAMPERS, OPERATED MTN A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. 8 - AN OUTSIDE SOURCE FOR G0515T0N AMR, MTUMUM LUC.T - Fir 6 SQUARE INGHE5, FIFTH READILY OPERABLE DAMPER OUTLET MUST BE 15515E FRONT OF FIREBOX C - T16HTLY FTTTNK 6.455 OR METAL DOORS WITH A FOIE DRAFT INDUCTION FAN. SOLID FUEL- 105N116 APPLIA.YGES/VHOODSTOVE SHALL BE PROVIDED WON: A - OUTSIDE SOURCE COMBUSTION AIR DUCTED DIRECTLY TO THE APPLIANCE B - OUTSIDE SOURCE GOMEi1STION AIR SHALL TEE PROVIDED PER SPECS. G - TIGHTLY FITT]. GLASS OR METAL DOORS MANUFACTURERS INSTALLATION INSTRUCTIONS TO RE ON SITE FOR FRAMING INSPECTION WATER HEATERS WATER HEATERS ARE REQUIRED TO MEET THE RE1550-ENI5 OF 1987 NAEGA STANDARD AND TEE LABELED AS SUCH. IN ADDITION ELECTRIC WATER HEATERS INSTALLED IN UNMATED SPACES SHALL BE PLACED ON AN INCOMPRESSIBLE SURFACE OR FLOOR INSULATED TO A MINIMUM OF R -IO. - HAS WATER HEATERS WILL BE MOUNTED ON AN lee HIGH PLATFORM MTH COMB. AIR DL.OT AND EXHAUST FLUE TO OUTSIDE PER APPLICABLE CORES. APPLIANCES DESIGNED TO 5E FIXED M POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE - DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED IN THE BUILDING CODE. STRAP THE WATER NEATENS AT POINTS MIEN THE UPPER 1/5 AND LONER TO OF ITS VERTICAL DIMENSION LOWER POINT SHALL W MINIMUM 4 ABOVE CONTROLS PIPING INSULATION PIPING FOR HOT HATE RFTEA4 SYSTEMS OF PIPMS FOR CONTINUOUSLY CIRCULATING HOT WATER SERVICE SYSTEMS IS REQUIRED TO BE INSULATED PER SEC. 5013.11, TABLE 5-12. WI/SEC_ SHRVIGE WRIER PIPING TO EE INSULATED WTH 12-3. SKYLIGHTS : PER LEG SECTION 2409 5GREES N!® NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY '10005ED GLASS IS USED AS SM6LE GLAZING PER SECTION 24095, E)01511ON 4, OR BOTTOM OF PANES OF INSULATING 61A55 UNIT AND IF ALL OF THE FOL OMNG CONDITIONS ARE FEE. A - THE GLAZING AREA DOES NOT 500022 16 SQUARE FEET. B - TIE NI6HEST POINT OF THE GLASS IS NOT TO BE MORE THAN 12' ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA C - THE NOMINAL THIGKNP56 OF EACH PANE DOES NOT EXCEED 3/16 - SGREINS ARE REQUIRED FOR ALL GLAZING AND SKYLIGHTS LOCATED MORE IHAN 12' ABOVE ANY WALKING. SURFACE OR ACCESSIBLE AREA. PLUMBING WATER CLOSET'S AND ASSOCIATED FUEHOFETER VALVES THAT DO NOT USE MORE THAN Ib. GALLONS PER FLUSH. SPECIFY NON- RE40VABLE TYPE BACA:FLOM PREVENTION DEVICE AT ALL HOSE BIBS INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE Al' . TIE SFIONERES AND 11113- 5TIOMER COMBMAITON SHOWER SHALL BE PINS5FBD WITH A SMOOTH, HARD NONABSORBENT 51RFACE TO A HEIGHT OP NOT LE5S THAN 10 INCHES ABOVE THE DRAIN INLET. WREN 6755151 BOARD IS USED AS A EASE FOR TILE OR WALL PANE -5 AT SH0WB45, WATER- RESISTANT GYPSUM BACKING BOARD SNARL BE USED By Date Permit No SEPARATE PERMIT I REQUIRED FOR: I MECHANICAL 1 /ELECTRICAL I&PLJME)NG ArGAS PIPING CITY OF TUKCWILA I BUILDING DIVISION Din ,k WOO Us- LOS COMM 14' -0'' - - -0 36' -0` f /2,0" f 3'-I0 1/2" 6-3" _ ' -3 "� IO'-3" 3'-3" 4' -3" 3' -10 1/2" f 4 A f e Q 4 p e 'T GAY.. PORCH 6 0S6=0 � ,_,L__, • �\ e A f ©n � e • SEER H•/ � , �. I 1-f. 9 0 L - &; e„ A m 3' -11" 3'-6 7" II 2 ' II 6' -5" '2' -II" y 2 sx SILL PLATE RECD /� PER SHEAR /2� WALL WED. Q - • BARS • IS' O.G. ' ' 9. - O' f 4' -1" 4' -0" /g f 1 IIr 1 , 2-6" 1 I 2 Sx SILL O PLATE READ An, PER SMEAR WALL 5GF♦®. © �� `'� I f I 11 i -4" m , II 41410 HE s], TYP --- �I 4xlo HE �1, TYP. /, 2 �'- -- -- - F --- �• f `_�. -V 4 -O" 1400 to .u+ oIX l � k �� e II ' .• ? O • 4-6 -O" II STUB OUT •4 .1. • 16 BRIE • 19' 0.c. A 4 -043-0" I ' - 1 Al p+ 9z SILL P # WALL SGH{E". O •. 2 - 2 -3" r - -0u' , - PLATRED Illi ;: % \ 1 •_' / a' -10" SLAB ON &RADE � T , YY . . FO W (SM R`•' . CRAWL SPACE H SEE NOTE .1 © © 2 • -0" 5'-0" \ . 5 ' - O" II � 4" CONC. SLAB WITH 6x6 NO WMM. 2 SLOPE 4" TO OH. DOORS 49 7, OVER 6 MIL VD. OVER 4" GRAN. FUN. • STUB OUT *4 / III t r- r- -T` a (; Ina SILL PLATE READ PER SHREL PER . '�� BARS • la' Of P I 7. 'O c . I PORCH 1 I I LONG. LON 1 6' 6 ,4 / l\ -' FLOOR CRICKET, TYP. - , EDGE OF CON.. SLAB - ` e 4 2 I ,.! e A Q" 6 ' -3" R.O. H 1 QOO 2 j " I6-3" R.O. 1' 0 1/ '" 10' -0" 20-0 6' -o 14'-O" 52 -0" in 2X4 PRESSURE TREATED SILL PLATE PI/ 1/2" DIAMETER ANCHOR COLTS AT 4' -0" O. AND D MAX FROM ENOS, OR PIER SFEARWALL SCHEDULE, LE, T" MIN. E49E"hPM 5/4 T *6 PLYWOOD SUBFLR EXT. BUDD AND NAILED. 2X FLOOR .1715T OR T.J.1.5 PER PLANS - R-14 rBATT. INSULATION N •4 BAR CONT. TOP 6 MIL BL AAK V.3.. III_Iil 4ounda48on pdan SCALE 1 Y . 4 8 *4 2X4 5TIDS AT B OA. 5/9" TYPE 'X 6YNB. • ALL COMMON LIVING WALLS. R -19 BATT. INSULATION FACE STAPLE". 4" GONG. SLAB O/ 6 ML VAPOR BAS 0/ 4 6RMILAR FILL SHED GRADE •4 VERT. • 16 0L. _ (2) *4 GOVT_ BOTTOM SOME . r • 1=0' FRAMING • FOUNDATION DIMENSION 4" ROCK VENEER 0/ 6 LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ D EATHIN6 PER PLANS METAL TIES AT 16' OA. EACH WAY OVER RRAMIN6 ADD FOUDATIOH MALI- V4" • I' SOLID GROUT EE.OW FLASFINS \ . LINE OP TA. SLAB • PORCH o f (2) •4 BAR CONT. TOP 4 G.M.U. 52'-0" - now � _ lr IIIfI FOUNDATION DIMENSION a FOUNDATION VENT GALLS. 963 5F./ 150 = 6.42 S.F. FDN. VENT REDD. 105 /144x.95 =. 4T5F.PERVENT. 6.42 5F. / 549 = 12 FDN. VENTS READ. ((T 1 lrr ++ r 2X FM J5T5 OR T..LJ.S PER PLANS 2x6 STUDS • 16 DC. R-14 BATT Il5t1LATION 5/4" T46 PLYWOOD DB FLOOR EXT. BLEED AND NAILED 2X4 PRESSURE TREATED SILLL PLATE W/ I/2" DIAMETER ANCHOR BOLTS AT 4 O. 1 AND 12 MAX FROM ENDS, OR PER DEARYIALL SCHEDULE, T`. MIN. E BEDMETT . Z 6NIL. 13lACK VD. • •� �l4 VELT. O E OA. `(2) .4 CONT. BOTTOM e 8 « « : .. SCALE. 1' = Mt. 141 6 DUEN510N 4" • PE RP. PDN. DIL PROVIDE 15x1 FOUNDATION VENTS (12) REQUIRED. SEE NOTE •4, NT FOR SHEAR NALL AND HOLDDOWN SCHEDULES, SEE SHEET *S. • • - (2I • CONT. COTTON F am SG11LE . 1" • I'-0" MARINE I FOUNDATION FINISH PER 13-EVATION 0/ 5 LB. BLDG. PAPER OR AIR INFILTRATION BARKER 0/ SHEATHING PER PLAN SEE OUT •4 24• • E OL_ FINISH PER ELEVATION 0/ Ei LB. BLDG. PAPER OR AIR *FILTRATION 0/ SI•EATH INS PER PLAN 2X FLOOR 6l OR T-1.1.5 PER PLANS FDN. WALL 2x4 STUDS • I6 OL. R--I5 BATT. INSULATION R -M BATT INSULATION 5/4" T46 PLYWOOD N&EP OOR 6URO AND NAILED 2X4 PB TREATED 51LL i PLATE R°J" STU WV V2" DIAMETER ANCHOR BOLTS AT 4' -0" DC. AND I2' MAX. FROM BIDS, ORZ PER SHEARS/ALL SCHEDULE f T" 14R EMBEDMENT *4 VERT. AT I6" 0L. 6 MIL BLACK VAPOR BARRIER 2X R.R. :SSTs OR TJ.1.5 PEPLANS 54 2X4 PRESSURE TR ZA.T 1� SILL PLATE WV I/2" DIAMET ANCHOR BOLTS AT 4' -0' O. AND 12' MAX FROM ENDS, OR L PER SHEAR UAL L SCHEDULE, T" MN. E7•BE"MENT 6 MIL BLACK V.B. 2X4 51105 • 16" 0L. R-I5 BAIT. INSULATION _ R-14 BATT. NSULATION 5/4" T46 PLYWOOD SIEFLOOR EXT. DIED AND NAILED. SCALE . I" • I•-O" SEE SHEAR WAIL SCHEDULE FOR BOTTOM PLATE NAILING 16d -6" DC. FLOOR JOIST PERPENDICULAR TO WALL A54 (SIMPSSON) • SY 0L. FOR CON C. WALL H NOTE. FOR TYPICAL SHEAR WAILS 4 HORIZONTAL DIAPHIRA6M NAILING SEE NOTES • FOR PANELS n/ WIDTH LESS THAN 4' -0' LAP PLYWOOD OVER RN JOIST AS. x 10" - FOR SIZE S SPAGIN6 SEE PLAN 2 X STIR WALL- SEE PLAN SHEAR WALL @ FOUND. WALL (FLOOR JOIST PERPENDICULAR TO KALU FOR PLAN FOUNDATION NOTES I. MUTTER DIMENSIONS TAKE PRECEDENCE OVER SCALE" Ex E NoN4. 2. ALL FOO IN6S TO HAVE A MINIMUM DE•m OF IS" BELOW FINISH GRADE 5. STEP FOUNDATIONS PER 511E CONDITIONS 4. ALL CONCRETE FOOTINGS TO REST ON FIRM UNDISTURBED EARTH 55Th MINIMUM 1,000 PSF BEARING PRIESSJRE (REFER TO SOILS REPORT WREN REQUIRED). 5. ALL WOOD IN CONTACT. NTH CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO BE PRA TREATED. 6. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS. T. PROVIDE TEMPORARY BRACING AS REQUIRED. UNTIL ALL PERMANENT ENT CONNECTIONS AND STIPFBNINS HAVE BEEN INSTALLED. a PROVIDE DOUBLE LVL/JOST OR BLOOKINS AT PARTITIONS ABOVE. 4. PROVIDE 15 FOUNDATION VENTS NTH I/4" CORROSION RESISTANT WIRE MESH AS REQUIRED PER CODE. O.' AT ALL/ 440011 LOCATIONS PLATE 5T}D 140L17000. • 10. • DENOTES BEARDS POINT IN ' 'SO . 7NAT - Qt -O HOLD NWN 151 VY OUT FRO4LISD•5NJF 2X4 PONY WALL, PROVIDE MIN OWE NS (TTPiGAL. Aux:** I I/2' TO 57RAeP w P'N/re'L.= (2) 2x4 STUDS m DS • $GATED INT PO DOORACLEF4 AMIIN6: WHICH I5 2 I/2" ,. �``` UNL.E55 NOTE" OTHERWISE- _ .. , a .: EOSEOMMPt J .15 THIS ALLOSIS 0 FOR D0Olt:1106 " II. CRAWL SPACE TO EE A MNIMJM OP. 15 ia. PCIAIDATION ANCHOR' BOLTS REQUIRE A MINIMUM" OF- 551054 FLOOR JOIST AND 12' BELOW- : 2742AXS/I6" PLATE WASHERS. USD. ISO6b1. REAMS OR BIRDERS WITH MIN. 6 MIL SLACK - VAPOR B/1RRJ5116ROM DOVER LAPPED IT AT SEAMS .I)W EXTENDED LP FOI5mATION WALL TO SILL PLATE TYPICAL 12. ALL REAMS TO BE 4x10 .OF (SEE SHEET 1 FOR LUMBER STR316TH VALUES). Ut.E55 NOTED OTHERS/ME. 15. ALL' POSTS TO BE 4x4 (4x6 AT BEMs SPLICES) TYPICAL UNLESS NOTED OTHERWISE TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED SPREAD POOTIN65 TO BE 245424'410" THICK WITH (2) *4 BARS BOTTOM EACH WAY, UN-=95 NOTE" OTHERWISE. Pi. AT ALL COVER LOCATIONS PLACE STHD HOLD DOWN 50 THAT 5 OF HOI.DOW• IS S" IN PROM GORIER TYPICAL- 16. I Y1 DENOTES LOCATION OF MAIN FLOOR HEAT RESISTERS. FOOTING SCHEDULE SO° O 56 24" DIAMETER X 10' THICK CONCRETE FOOTING WITH (2) •4 BANS EFLHPAY. CD SO" DIAMETER X IT *4 THICK CONCRETE FOOTING WITH (s) *4 BARS EACH WAY. 56" DIAMETER X 12" THICK CONGRESS POO11546 WITH (9) •4 ewes EACH WAY. 245 8 THICK CONTINUOUS CONCRETE rooms WITH (5) 14 BARS. N PORCH SLAB /FDN. 5/4" T46 PLYWOOD SUBFI.00R EXT. ELL® AND NAILED R -M BATT. IN91.KATION MIN. i) 1 j, 2X SOLID BLOCKING 2X FLOOR JOISTS OR TJ.I.S PER PLANS METAL POST BASE ;04 P546 • 4X6 6 ML VAPOR BARRIER (5) .4 BARS GONTIN1015 EA. WAY• ISOLATED ETEES. IMAM PER PLANS I SEE ISOLATED FT6. 21M. 2 . -0 . METAL POST TO SEAM CONNECTOR PC.44 • 4X4 POST PC46 • 4X6 POST POST. PER PLANS BUILDING PAPER TO BE KRAPT WATERPROOF OR EQUAL 111 =111 = NOT TO. SCALE 164 -6" OL. 6d• 4' OD. 2x BLOCKING • 4' O. FOR 5 JOIST BAYS TV (2) Ed TOEVJLS AT EACH END. SHEAR WALL @ FOUND. WALL SEE DEAR WALL BO E PL .N NAILING DEAR YLAL.L SIMPSON 140LDOW4 - SEE PLAN FOR TYPE AND LOCATION LAP EXTERIOR SIEA OVER RIM DT. OR NAIL A95P CLIP • 52 OL. ' *4 CONT. REIN. A5. x b" - FOR SIZE • SPAGIN6 SEE PLAN IA= FOR r - ssa.. DEAR WALLS 4 HORIZONTAL DIAPHRAGM HAULMS SEE NOTES • FOR PADRE S r4/1•0114 LESS THAN. 4'-0' LAP PLYWOOD OVER RIM. JOIST 14'-0" ' -0" 36'-0" T -0" , T -6 " , ., 0 . 6. -0., , -0" 5' -b " . .... O.. O I J P SOFFI A AND A IIM 1 e e e J PR 2666 PR DRS AL 6 61-8 > _.xI PJ�d@ _ \ MAIN FLOOR 469 S. UPPER FLOOR _ 915 F. TOTAL FINISHED AREA 1676 F. 6ARA6E 692 5F. rnEr Soar phn SCALE : 1/4" • i' -0' 965 5F. 6ARA6E 692 F. 52-0' OVERALL Nib I KITPIV I nI c,T A I CP D01-5 '� SQUARE FOOTAGE SUMMARY SEE 5.1F-AR SSCF®U.E FOR BOTTOM PL LHJUN6 SHEAR WALL I6d - 6" O. 1 HORIZONTAL DIAPHRAGM 2x BLOCKING 1N/ 9 - Ibd INTO D I A ..2] , F'IOR TYPICAL SEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE PL414 t TYP. NOTES 11997 10[3© MAIN FLOOR FRAMING NOTES I. MITTEN DIMENSIONS SIONS LAKE PRECEDENCE '.' OVER SCALED DIMISE4ON5 2. PLATE. IEI6HT 6'-4 THIS FLOOR UNLESS NOTED OTHERPRM S. ALL .NP.A TENS TO BE 4x10. DP. 42 UNLESS OTHERWISENOfED, GICLK PLAN 6GIUNAJ94Y PARALI AM BEAM MAY BE SLESTITUTED IN PLACE OF BEAMS I HDRS. 4. BOTTOM. OF HEADERS TO BE 6'46' THIS FLOOR MUMS NOTED OTHERWISE- 5. ALL EXTERIOR WALLS 2x4 WITH R -IS WTEL TION UNLESS NOTED OSE 6. ALL FRAME HAILING TO SATISFY CHAPTER 25 USL. BLOCK ALL PLYWOOD EDGES AND NAIL WITH lad AT 6 O. TYPICAL ALL EXT. WALLS. 1. PROVIDE DOABLE JOISTS OR BLOCKING MERE PARTITIONS OCCUR ABU/E 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. FIRE BLOC-X.046 AT ALL PLREINS PEETRATIONS 10. ALL STORAGE AND SPADES HIDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE "X" GYPSUM BOARD. II. • DENOTES SOLID BEARING RIDER CONCENTRATED LOADS LSE (2) 246 AT 6" WALLS. USE (2) 2x4 AT 4" HALLS UNLESS NOTED OTHERWISE 12. FINISH ALL CEILINGS WITH 5/5" GYPSUM BOARD. IS. AT 6ARA6E USE 5/6" TYPE "X" GYP. BD. AT ALL COMMON WINS WALLS/ TWO LAYER'S • CEILINGS BORDERING LIVING AREAS MERE FRAMING S GREATER THAN 16 O. pRAP ALL POSTS AND BEAMS AND SUPPORT WALLS. 14. PROVIDE 26.6AUSE 6ALVANIZED SHEET METAL FLAGHIN6 ABOVE WINDOWS AHD DOORS. (TYP) LAP BUILDING PAPER OVER 15. HOLD SIDING 6' ABOVE FINISHED GRADE, TYPICAL. lb. WINDOYG SPECIFIED ARE MF6R BY SUMMIT OR EQUAL U . PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUSH oF1341N65. IT. FASTEN MIULT -LAM 2X BEAMS PER USL. STANDARDS, CHAPTER 25-I, TYPICAL 16. HANGERS AT POSITIVE CONNECTIONS To BE SIMPSON OR EQUAL. 19. GBLIN6.MSTS TO BE 2x6 AT 24" 0.C., '0104° TYPICAL UNA. PLAN SHOPS JOIST ',0-00 DIRECTION 20. ALL VOIDS TO PE FIREAGRAFT BLOCKED D�C i 1 ` , PER USL. SECTION 106. .� 21. INSTALL MATER HEATER PER M61 NAEGA, SEE SHEET 1. PROTECT FROM IMPACT PER 1447 IR-MCC 904 AND 5061. 22. FURNACE TO BE PLACED I6" ABV. FLOOR ON I HOAR FURNACE PLATFORM A/ (2) 5/4" LAYERS PLYWOOD. PROTECT FROM IMPACT FIE R 1997 MR. 904. 25. DOOR EETY'EB4 NOSE AHID GARAGE TO BE 20 TEN RATED, SOLID GORE, T6HT FITTM6, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL PER TERMS OF LISTING AND MF6R5 SPECS. PER SECTION 5102. 25. PROVIDE CONY. HANDRAIL AT STAIRS A MIN OF I V2' FROM WALL, REFER TO DETAIL I ON SHEET NO. 9. 26. STRAP THE WATER HEATERS AT POINTS MTH IN THE UPPER VCS AND LOPER I/5 OF ITS VERTICAL DIMENSION. LOPER POINT SHALL EE MINIMUM 4' ABOVE CONTROLS 21. MERE SHEAR WALL VALLES EXCEED 550 P.L.F. FRAMING MEMBERS AND SILL PLATES AT ABUTTING PADS SHALL NOT SE LEE TT iI A 51N5IE 5X MEt4BER. UDC. TABLE 25- 2- II -I -I. 26. • DENOTE55 STRAP HOLD DOWN LOCATION DEMOTES BOLTED HOLD DOY I LOCATION is 29. . LOCATIONS OF FLOOR RESISTERS 50. ALL SMOTE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. •.N. TUBS AND 9NOYE25: • FRS BOOKING BETY'RDI STIRS. • LIMIT Si OPEt RAH TO 9 6PM • WATERPROOF WALL TO MINN 10" ABOVE DRAM INLET. • ALL 6LAZM6 WITHIN 1O" ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR BARRIER 545454D6YPSUM BD. 92. AT ALL COW@i LOO®T10NS. PLACE STH D HOLDDOYIN 50 THAT OF HOLDDOYIN 19 9• IN FROM CORNER, TYPICAL 59. AT ALL P*P OY1 LOORsTIONS, PLACE ETYD HOI.DDDYIN 50 THAT OF HOLDDOIM4 15 1-1/2 CUT FROM ED6E OP EOP@UN9, T(P. ALLOYF1 -1/2" TO STRAP PROM DOOR ROUSH OPEN** 1441CN S 2-Vr PROM . .. DOOR. ED6E ON PLANS. THIS ALLOYS FOR DOOR. FRAME -. toy° ��1 �,41P'Al2 WAI I l INT PT»J PTV; ( ' \ TYPICAL SHEAR WALL cnQ 4'L1FdLP B I 1 AWN) I4/)I TTITTI u " rnEr Soar phn SCALE : 1/4" • i' -0' 965 5F. 6ARA6E 692 F. 52-0' OVERALL Nib I KITPIV I nI c,T A I CP D01-5 '� SQUARE FOOTAGE SUMMARY SEE 5.1F-AR SSCF®U.E FOR BOTTOM PL LHJUN6 SHEAR WALL I6d - 6" O. 1 HORIZONTAL DIAPHRAGM 2x BLOCKING 1N/ 9 - Ibd INTO D I A ..2] , F'IOR TYPICAL SEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE PL414 t TYP. NOTES 11997 10[3© MAIN FLOOR FRAMING NOTES I. MITTEN DIMENSIONS SIONS LAKE PRECEDENCE '.' OVER SCALED DIMISE4ON5 2. PLATE. IEI6HT 6'-4 THIS FLOOR UNLESS NOTED OTHERPRM S. ALL .NP.A TENS TO BE 4x10. DP. 42 UNLESS OTHERWISENOfED, GICLK PLAN 6GIUNAJ94Y PARALI AM BEAM MAY BE SLESTITUTED IN PLACE OF BEAMS I HDRS. 4. BOTTOM. OF HEADERS TO BE 6'46' THIS FLOOR MUMS NOTED OTHERWISE- 5. ALL EXTERIOR WALLS 2x4 WITH R -IS WTEL TION UNLESS NOTED OSE 6. ALL FRAME HAILING TO SATISFY CHAPTER 25 USL. BLOCK ALL PLYWOOD EDGES AND NAIL WITH lad AT 6 O. TYPICAL ALL EXT. WALLS. 1. PROVIDE DOABLE JOISTS OR BLOCKING MERE PARTITIONS OCCUR ABU/E 6. PROVIDE SOLID BLOCKING OVER SUPPORTS. 4. FIRE BLOC-X.046 AT ALL PLREINS PEETRATIONS 10. ALL STORAGE AND SPADES HIDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE "X" GYPSUM BOARD. II. • DENOTES SOLID BEARING RIDER CONCENTRATED LOADS LSE (2) 246 AT 6" WALLS. USE (2) 2x4 AT 4" HALLS UNLESS NOTED OTHERWISE 12. FINISH ALL CEILINGS WITH 5/5" GYPSUM BOARD. IS. AT 6ARA6E USE 5/6" TYPE "X" GYP. BD. AT ALL COMMON WINS WALLS/ TWO LAYER'S • CEILINGS BORDERING LIVING AREAS MERE FRAMING S GREATER THAN 16 O. pRAP ALL POSTS AND BEAMS AND SUPPORT WALLS. 14. PROVIDE 26.6AUSE 6ALVANIZED SHEET METAL FLAGHIN6 ABOVE WINDOWS AHD DOORS. (TYP) LAP BUILDING PAPER OVER 15. HOLD SIDING 6' ABOVE FINISHED GRADE, TYPICAL. lb. WINDOYG SPECIFIED ARE MF6R BY SUMMIT OR EQUAL U . PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUSH oF1341N65. IT. FASTEN MIULT -LAM 2X BEAMS PER USL. STANDARDS, CHAPTER 25-I, TYPICAL 16. HANGERS AT POSITIVE CONNECTIONS To BE SIMPSON OR EQUAL. 19. GBLIN6.MSTS TO BE 2x6 AT 24" 0.C., '0104° TYPICAL UNA. PLAN SHOPS JOIST ',0-00 DIRECTION 20. ALL VOIDS TO PE FIREAGRAFT BLOCKED D�C i 1 ` , PER USL. SECTION 106. .� 21. INSTALL MATER HEATER PER M61 NAEGA, SEE SHEET 1. PROTECT FROM IMPACT PER 1447 IR-MCC 904 AND 5061. 22. FURNACE TO BE PLACED I6" ABV. FLOOR ON I HOAR FURNACE PLATFORM A/ (2) 5/4" LAYERS PLYWOOD. PROTECT FROM IMPACT FIE R 1997 MR. 904. 25. DOOR EETY'EB4 NOSE AHID GARAGE TO BE 20 TEN RATED, SOLID GORE, T6HT FITTM6, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL PER TERMS OF LISTING AND MF6R5 SPECS. PER SECTION 5102. 25. PROVIDE CONY. HANDRAIL AT STAIRS A MIN OF I V2' FROM WALL, REFER TO DETAIL I ON SHEET NO. 9. 26. STRAP THE WATER HEATERS AT POINTS MTH IN THE UPPER VCS AND LOPER I/5 OF ITS VERTICAL DIMENSION. LOPER POINT SHALL EE MINIMUM 4' ABOVE CONTROLS 21. MERE SHEAR WALL VALLES EXCEED 550 P.L.F. FRAMING MEMBERS AND SILL PLATES AT ABUTTING PADS SHALL NOT SE LEE TT iI A 51N5IE 5X MEt4BER. UDC. TABLE 25- 2- II -I -I. 26. • DENOTE55 STRAP HOLD DOWN LOCATION DEMOTES BOLTED HOLD DOY I LOCATION is 29. . LOCATIONS OF FLOOR RESISTERS 50. ALL SMOTE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. •.N. TUBS AND 9NOYE25: • FRS BOOKING BETY'RDI STIRS. • LIMIT Si OPEt RAH TO 9 6PM • WATERPROOF WALL TO MINN 10" ABOVE DRAM INLET. • ALL 6LAZM6 WITHIN 1O" ABOVE DRAIN INLET TO BE SAFETY GLASS. • NO VAPOR BARRIER 545454D6YPSUM BD. 92. AT ALL COW@i LOO®T10NS. PLACE STH D HOLDDOYIN 50 THAT OF HOLDDOYIN 19 9• IN FROM CORNER, TYPICAL 59. AT ALL P*P OY1 LOORsTIONS, PLACE ETYD HOI.DDDYIN 50 THAT OF HOLDDOIM4 15 1-1/2 CUT FROM ED6E OP EOP@UN9, T(P. ALLOYF1 -1/2" TO STRAP PROM DOOR ROUSH OPEN** 1441CN S 2-Vr PROM . .. DOOR. ED6E ON PLANS. THIS ALLOYS FOR DOOR. FRAME -. toy° ��1 �,41P'Al2 WAI I l INT PT»J PTV; ( ' \ TYPICAL SHEAR WALL cnQ 4'L1FdLP B I 1 AWN) I4/)I TTITTI u " SCALE pscr 4000rr ffi FRAMING NOTES 1. WRITTEN DIMESIONS TAKE PREGEDEJGE OVER SCALED DIMENSIONS 2. PLATE HEIGHT 8' - THIS FLOOR UNLESS NOTED OTtEMISE. 5. ALL HEADERS TO BE 4x10. DP. 42 UNLESS OTHERWISE NOTED, CHECK PLAN EQUIVALENT PARALLAM BEAM MAY BE SUBSTITUTED IN PLACE OF BEAMS l HDRS. 4. BOTTOM OF HEADERS TO BE 6 THIS FLOOR UNLESS NOTED OTHERWISE. 5. ALL EXT NOR WALLS 2x4 Y4 TH R -IE INSULATION UNLESS NOTED OTHERWISE 6. ALL FRAME. NAILING TO SATISFY CHAPTER 2S UBL. BLOCK ALL PLYWOOD ED5E5 AN) NAIL WITH IOd AT 6' O. TYPICAL ALL EXT. WALL 5. 1. PROVIDE DOUBLE JOISTS OR BLOCKING. WERE PARTITIONS OGGUR ABOVE. 8. PROVIDE SOLID BLOCKING. OVER SUPPORTS. 9. FIRE BLOGKINS AT ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8' TYPE 'X' GYPSUM BOARD. • IL • DENOTES SOLID BEARING UNDER CONCENTRATED LOADS USE (2) 246 AT 6' WALLS. UEE,(2) 2x4 AT 4' WALLS UNLESS NOTED OTHERINISE. 12. AT 6ARA6E USE 5/8' TYPE 'X' GYP. BD. AT ALL COMMON LIVING WALLS/ TWO LAYERS • GEILINOS BORDERING. LIVING AREAS AND WERE FRAMING IS OPENER THAN W 0L. WRAP ALL POSTS AND BEAMS. IS. FASTEN M LLTI-LAM 2X BEAMS PER UBL. STANDARDS, CHAPTER 25-1, TYPICAL 14. HANES AT POSITIVE CONNECTIONS TO BE SIMPSON OR EQUAL 'IS. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER UBL. SECTION 108. 16. IZY LOCATIONS OF FLOOR RESISTERS IT. NIPPER FLOOR FRAMING TO BE 2x10 HF 2 FLOOR JOISTS • lb' OL TYPICAL UNLESS NOTED OIH9iWSE, PLAN ..HO'S DIRECTION ," 5-10" 4' -10" 5' -2" e (,--) 5040 SLIDER , S 111 , O 4. 5040 SLIDER MASTER m m BDRM -2 . R48 � m ID 6i Oql - BDRM -3 CARPET G4iPE7 • sD in a CARPET O 1,3 u• eD o © II0V SD .•''' 5-10 - 101/2" 5'-11 ; -2 I/2" _ R45 1 2' -8" - 5' O I )la FOR TYPICAL SHEAR WALLS • HORIZONTAL DIAPHRAGM NAILING STS= NOTES r 2065 3 u g n . TYPICAL SHEAR WALL S - p I ! v i I no,/ �.p7 aF 5D M M t PR 20 II BI -FOLD 68 r I ' - 8" 6' -4 1/2" Q $I D ° � \ ,,X�, aP $ = ATH 0 , © bb BDRM -4 E - M• A. T Le J r�3e +b I ® ' --•p CARPET . TOP OF CAa�eT ' . �∎ . V FAN cane T TO APPROVED FIXED Fl 450 - • 24 -HOUR TIMER 1'56 . F7)® 17 Op AlEf _ p I�� _ � FURL FLLE OPB1 TO 0 1I / T 111 ._ .. F! wS6 I i I L J -3 I/2 "1' -2 1/2 °2'-6" 2 @ -6" 2' -6" 6' -6" 1' -3 " 1 1 /'"1' -II 3'-31/2 " 2'- 6 ",2' 13' -81/2" / 3' 6' -T" I5-81/2" 36'-O" L LINE OF WALL BELOW LINE OF ROOF EELOPI SCALE I/4" ..I'-0" 4000 915 SF. 36 -0" N FOR :DI !CAR WALL AND HOLDDOWN SCHEDULES, SEE SHEET #8. \ \ D 351-1- HORIZONTAL 1 1 SHEAR WALL L- y ki ��a all 5eM B SC AP R I4 7N BM/6LB14 - SEE PLAN )la FOR TYPICAL SHEAR WALLS • HORIZONTAL DIAPHRAGM NAILING STS= NOTES n . TYPICAL SHEAR WALL S SHEAR WALL OFFSET n n TYP.' SHR. WALL - BM. GONN. ( (--.-4.-) TYP. SHR. WALL - BM. GONN. LINE OF WALL BELOW LINE OF ROOF EELOPI SCALE I/4" ..I'-0" 4000 915 SF. 36 -0" N FOR :DI !CAR WALL AND HOLDDOWN SCHEDULES, SEE SHEET #8. \ \ D 351-1- mcyff trarmanappgan ROOF VENT GALLS. PRIMARY ROOF AREA, 913 SF. / 300 • 5.04 SF. VENTINE REGD. 5D4 SF. / 2 • 152 SF. VENTING READ AT ROOF RIDGES. 152 SF. / (.44 X .15) • S VENTS REGD. ROOF AT 6ARASE. 567 5F. / 500 • I.96 SF. VENTING READ. 1.96 5F. / 2 • 0.98 SF. VENTING, REQ'D AT ROOF RI176E6 OAS 5F. / (.44 X .15) •. 5 VENTS REQV. SCALE s- I/Hx15 -1/2 6LB EEYOND — SOFFIT TO BOTTOM OF 5--1/8x12 61B PLANT SHELF USE 5111PSON LS6U4t0 LLj46 2 OR EGUAL X I/2' • 1 -0 ROOF FRAMING NOTES I. SHADED AREA. DENOTE DtR4MY FRAMING OVER ROOF FRAMING BB_O * 2. • DE1O1C3 SOLID BEARING, UNDER CONCENTRATED LOADS. 5. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE. 2,5 HF NI2 AT 24' O.G. TYPICAL UHO. 5. ALL TRUSSES TO BE AT 24' O. TYPICAL UH.O. 6. PROVIDE ROOF VENTS FER SEG. 15059 UB.0 7. ROOF PITCH TO BE 6,12. TYPICAL m i m e o OTHERWISE NOTED. H. Is' OH. TYPICAL • EAVES $ 5' OH. TYPICAL • SABLE ENDS, RAKES. 9. PROVIDE 'SIIFSON H1 FRAMING, ANCHORS AT EVERY RAFTER/MSS AT EACH END AND AT SABLE END TRUSSES. 10. VENTED BLOGKINS OVER SUPPORTS. H. CHIMNEY NEISHT TO BE 2' -0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10' -0' PER LBG SECTION 5102. (WHERE APPLICABLE) 12. BRACING. (STICK FRAMED AREAS ONLY) • (2) -2x4 U' TO 10' LONE. • (2) 2x6 10' TO 14' LONE. •. (9) 2x6 OVER 14' LONE, IS. PLATE HEIGHTS. • MAN FLOOR H' -I'. TYP. SRO. • UPPER FLOOR H' -1', TYP. UHA 14. ,BASSES. • CARRY MF6R. STAMP. • DO NOT ALTER WITHOUT BUILDING DEPARTMENT APPROVAL • INSTALL AND BRACE F732 MF6R. SPEC. Is. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRAC INS OR POSTING AND PROVIDE ADEQUATE BEARING, TO FOUNDATION. 16. HAWSERS AT POSITIVE CONVECTIONS TO BE SIMPPSON OR EQUAL. ROOF FRAMING NOTES • TRUSS ENGINE RJN6. PER UBG 1069.4.2 TRUSS BibI EER OF RECORD WHO WILL REVIEW. APPROVE AND NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO BE IN 6$1ENAL CONFORMANCE WITH TE DESIEN OF THE BULLDINS. THE ENEINEER- APPROVED DOCUMENTS WILL THE N EE FORWARDED TO TB BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO PRAWNS INSPECTION'. CITY APPROVE, DOCUMENTS SHALL. BE ON THE .LOB SITE AT INSPECTIONS. TRUSS ENVUEEiIN& SHALL INCLUDE SPEGIFIG TRUSS BRPGINE. REQUIREMENTS. FOR SHEAR WALL AND HOLD DOWN SCHEDULES, SEE SHEET *D. X C9 IO is 0/ 13 0/ U2' w gs 0/ 15 LB FT . C DL 2x RAFTERS OR TRUSSES •NSLlA710N BAFFLE EXTEND 12' ASV. INSLL 1 V3' U.R. AIRSPACE Zx ELMS � ' � u • H — — - 1 � ■ I Ed NAILS • 6' 0.C. 7 k i � 2 ) | | Pg | | 2 _ • i I � ' � \ { \ � ` MC I' PLYWD OR 2x4 FLAT • 24' B p�p� S�ATtUN6 NAIL �5 6 ROOP :: THINS NAIL P�,E{i�S�G��7�IIEp B�OIHDMY NALI P WNW Y ° _ D _ ROOF. - L • • • 16 O L {L���� 99�� WA,I_ SGF�I.IE gC U 1 t ti �= / , VENTED 2X BL r `• ' , 1 _.'� -- W/ TOENAIL PER R•SlOIN5L6ATION L NG, .)01579 (OR TRUSS PER PLANS) = �. /.. '� OVA LBO TABLE 2S-IMQ 11 1 , 5• G IAL 6UTTOR 1 2x FACIA BOARD T PLA 2 Hd c. • 6�QL. L ,S�41y NAI /V [f) i mfg. S MAW'''. PER _ •�B�R��Sf.F®t�.E : 1 ■ y T • 24 O YU A-55 OR _ •• P1.1�. ., �l$ ! r3 T T � WL � I a •�•' 1 �' -' / ��� \�\ \ 1,_ . a m# : \ 2X4 STUDS • Ib' Q. . u'! SEE PLAN fl WS ELEVATION PER BVATION 0/ 15 LB. BLDG: PAPER OR SFE.M2 • �• ;MULE S LED 6 I °.A!./�R WI1l.L. �. g y �,/ $ �[ p yy��J p ,J�, , g .4 ^itt RR•45 BAIT INSLL.ATON 1'1 r< P X ti AIR INFILTRATION BARRIER I O/ SHEATH/NS PER PLANTS SCALE . I . • 1., mcyff trarmanappgan ROOF VENT GALLS. PRIMARY ROOF AREA, 913 SF. / 300 • 5.04 SF. VENTINE REGD. 5D4 SF. / 2 • 152 SF. VENTING READ AT ROOF RIDGES. 152 SF. / (.44 X .15) • S VENTS REGD. ROOF AT 6ARASE. 567 5F. / 500 • I.96 SF. VENTING READ. 1.96 5F. / 2 • 0.98 SF. VENTING, REQ'D AT ROOF RI176E6 OAS 5F. / (.44 X .15) •. 5 VENTS REQV. SCALE s- I/Hx15 -1/2 6LB EEYOND — SOFFIT TO BOTTOM OF 5--1/8x12 61B PLANT SHELF USE 5111PSON LS6U4t0 LLj46 2 OR EGUAL X I/2' • 1 -0 ROOF FRAMING NOTES I. SHADED AREA. DENOTE DtR4MY FRAMING OVER ROOF FRAMING BB_O * 2. • DE1O1C3 SOLID BEARING, UNDER CONCENTRATED LOADS. 5. SEE FLOOR PLANS FOR STRUCTURAL BEAMS AND HEADERS. 4. ALL RAFTERS TO BE. 2,5 HF NI2 AT 24' O.G. TYPICAL UHO. 5. ALL TRUSSES TO BE AT 24' O. TYPICAL UH.O. 6. PROVIDE ROOF VENTS FER SEG. 15059 UB.0 7. ROOF PITCH TO BE 6,12. TYPICAL m i m e o OTHERWISE NOTED. H. Is' OH. TYPICAL • EAVES $ 5' OH. TYPICAL • SABLE ENDS, RAKES. 9. PROVIDE 'SIIFSON H1 FRAMING, ANCHORS AT EVERY RAFTER/MSS AT EACH END AND AT SABLE END TRUSSES. 10. VENTED BLOGKINS OVER SUPPORTS. H. CHIMNEY NEISHT TO BE 2' -0' MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10' -0' PER LBG SECTION 5102. (WHERE APPLICABLE) 12. BRACING. (STICK FRAMED AREAS ONLY) • (2) -2x4 U' TO 10' LONE. • (2) 2x6 10' TO 14' LONE. •. (9) 2x6 OVER 14' LONE, IS. PLATE HEIGHTS. • MAN FLOOR H' -I'. TYP. SRO. • UPPER FLOOR H' -1', TYP. UHA 14. ,BASSES. • CARRY MF6R. STAMP. • DO NOT ALTER WITHOUT BUILDING DEPARTMENT APPROVAL • INSTALL AND BRACE F732 MF6R. SPEC. Is. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRAC INS OR POSTING AND PROVIDE ADEQUATE BEARING, TO FOUNDATION. 16. HAWSERS AT POSITIVE CONVECTIONS TO BE SIMPPSON OR EQUAL. ROOF FRAMING NOTES • TRUSS ENGINE RJN6. PER UBG 1069.4.2 TRUSS BibI EER OF RECORD WHO WILL REVIEW. APPROVE AND NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO BE IN 6$1ENAL CONFORMANCE WITH TE DESIEN OF THE BULLDINS. THE ENEINEER- APPROVED DOCUMENTS WILL THE N EE FORWARDED TO TB BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO PRAWNS INSPECTION'. CITY APPROVE, DOCUMENTS SHALL. BE ON THE .LOB SITE AT INSPECTIONS. TRUSS ENVUEEiIN& SHALL INCLUDE SPEGIFIG TRUSS BRPGINE. REQUIREMENTS. FOR SHEAR WALL AND HOLD DOWN SCHEDULES, SEE SHEET *D. ELEVATION NOTES I. PROVIDE CONTIMOUS METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER U.B.C. SECTION 1505 TYPICAL. 5. PROVIDE 6ALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. 4. RE=LER TO SECTION 9105 UB.C. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE HEATHER- STRIPPING AT ALL DOORS AM WINDOWS.. CAULK ALL JOINTS AND PBNETRATION'.a IN EXTERIOR WALL. 6. BRICK TO BE SUPPORTED BY STS LINTELS AND SHALL NOT BEAR ON P4000 FRAMING. T. FINIR4RD EXTERIOR GRADE TO SLOPE AWAY FROM EVILDIN6 AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FEET. 5. POST APPROVED NUMBERS OR ADORES ON THE 0P LING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. = r©u ©w©E r_ SCALE 114'= DOI - 35 �} Ekft oilmllatkm SCALE . 41 2000 1 0 0 0 z 0 0 0 n?„“ ii1: Ilia -1 i - 00000 , 3 (). MO ' rjWitf- 1(). 0 - i ggg 11111 —r- lre00 Mmul y gggtm I lama GMU 1). 4 8 I I 000000000 000000c aOp oo o'000 oms' MhAnnnilg oO00000000lioe ij MlOnnnn xxxxxxxxxxxxxxxx 0 000w00 0 00000000. 2MggliOMM§ al aa X 88888888 Wggigig p$4.$88gg 1 08'88888 4M444F014k44441 4q4qq*4WM aaaaaaaagaazgaa p9l 00 x gaaaag a - F VME egg , 1 1 ESAIGNS NILIIVIIITED File: DO 1 Lial • 35mm Drawing# 4 • A m I SCA ...mem • •••• •4 • tlr t4 g rP el) • I- • • • . . . • .1 ..• • • f.Y216i16 • 'V - • . ET ...t. a 5 0 .-• .FILE COPY ( v . al ? ; RP/ 4 5 4 II ,4125 • . . • • zEX5 DailMIP C17.00 :it - -:•-• .Ext5 glE4 _ at•sic. • • .••••":‘, . • . • et ••••••• • (n edited. - - 9 t et . ,9 0 C 1 N . , 111111111111111111111111111111111111111.111111 1 1 1 1111111 1111111111111111 11 11111,1 11 ,111111111.11111111011110111111111111111111111 1 1111111111111111111111 .7' I I I 11 11 1 11 11 11 1 'I 1: HIT id ()INCH fc-F-• - •••• .1 CHINA 1 • - ' • • • • 4 5 6 PRA RECEIV D CITY OF TU WI LA APR 1 21302 PERMIT CIINTER 4. I • . .1140 1 • a • City stan tkrds. Acccpra omissions which do not adopted sran old for the ado...pixy the dcsigner. Additions, drawings ofteti this di and will requite a umbra for subsequent approve!. Final acceptanice It sttb)ec D th a e te P : u / blic.Wotics i utilities • ,/ • . I /11-c* ( e..... 1....44'. : , t. , r ,.. • i ( f . • i I . Engineer's Following i dr-ifinage-s an-a-built prepareab: field -mem* te-the-Gity time4h04kd. -easement -41 -tkis--pla44 1 itrwillbep reviewed by the Poileetefl-pa pith iretit ft mien. md • vIdatioss • &ill* tab 1 tit • ..1 I ‘-• ;-^ . P . 7 IS . , I ••• •••••• " ••• ■ •••••••—• 77 • FID • • , • . • i • • —. •^1 4) / 4 • • F.; • .11) • . • • . : e„,,,vep,e2w" 7 ,e),,,,./i/EVA■esslye /),94/.1/v4 NEVe./.1,3oR 7 Wirr ( . • • 64-/c.//E641,20 A,G4:6.c;c4:47/ge-0.7)12 6a/44.9",e