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HomeMy WebLinkAboutPermit D01-287 - PEACHTREE DEVELOPMENT - NEW HOUSEPEACHTREE DEVELOPMENT 1222347 AV S EXPIRED D01 -287 Tenant: Name: Address: Owner: Name: TONI MORELLI Address: 1728 157TH AV NE, BELLEVUE, WA Contact Person: Name: CHRISTOPHER BROOKS Address: 1728 157TH AVE NE, BELLEVUE, WA Contractor: Name: Address: , Contractor License No: Public Works Activities: Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: Channelization / Striping: doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0179001050 Permit Number: D01 -287 Address: 12223 47 AV S TUKW Issue Date: 02/19/2002 Suite No: Permit Expires On: 08/18/2002 Start Time: Private: N Private: N ** Continued Next Page ** 001 -287 Expiration Date: Phone: 206 - 715 -8899 Phone: 206 - 715 -8899 Phone: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,254 SQ FT SINGLE FAMILY RESIDENCE AND 258 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, SANITARY SIDE SEWER, STORM DRAINAGE, FLOOD CONTROL ZONE, 3/4" DOMESTIC WATER METER AND STREET USE. Value of Construction: $113,022.00 Fees Collected: $6,741.75 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Curb Cut/Access/Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Size (Inches): 0 End Time: Public: N Public: N Printed: 02 -19 -2002 0 U O 0: N CO H: CO LL w 0 2 J u- a: D . C1, • Ili Z �. 1 a Z F-t W • a 0 N : 'O ,0 w w ti.i U � ~O f: Z 05/16/2002 By: BR Action: CO Comments: CORRECTION / #7 PLANS AND PERMIT NOT AVAILABLE Item: 00400 SHEAR WALL NAILING Item: 00500 ROOF SHEATHING NAILING Item: 00700 FRAMING Item: 00750 ROOF /CEILING INSULATION Item: 00801 WALL INSULATION Item: 01000 INTERIOR WALLBOARD FASTENING Item: 05000 CURB CUT /ACCESS /SIDEWALK Item: 05030 FLOOD ZONE CONTROL Item: 05070 SANITARY SIDE SEWER Item: 05090 STORM DRAINAGE Item: 05100 STREET USE doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT INSPECTIONS Parcel No.: 0179001050 Permit Number: DO1 -287 Address: 12223 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/06/2001 Tenant: Issue Date: 02/19/2002 Item: 00100 FOUNDATION FOOTINGS 02/19/2002 By: BR Action: AP Comments: 1. APPROVED PLANS AND PERMIT MUST BE ON JOBSITE FOR INSPECTOR'S USE. 2. PLACE STRINGS ALONG PROPERTY LINES TO VERIFY SETBACKS OF FRONT, REAR AND SIDE YARDS. 02/20/2002 By: BR Action: AP Comments: APPROVED / #2 PERIMETER FOUNDATION FOOTINGS Item: 00200 FOUNDATION WALLS 02/27/2002 By: BR Action: AP Comments: APPROVED / #3 PERIMETER FOUNDATION WALLS Item: 00300 CONCRETE SLAB /SLAB INSULATION 03/01/2002 By: JD Action: NR Comments: CORRECTIONS /NOT READY / #4 1. NO PERMIT ON SITE 2. NO SLAB INSULATION ON SITE NOT READY 03/21/2002 By: BR Action: AP Comments: ;. APPROVED / #6 SLAB INSULATION - APPROVED NOTE: BEFORE POURING CONCRETE SLAB THE FOLLOWING ' ITEMS NEED TO BE INSPECTED: A. INTERIOR FOOTINGS WITH REBAR B. 6 MIL VAPOR BARRIER C. 6X6 #10 WIRE MESH DETAILS ON PAGE 2 OF APPROVED PLANS D01 -287 Printed: 08 -02 -2002 t:i,s': ;f {?;r•I.? „ �L? 31: ii: 4': a,:«... wl�aid:. �L' �•:. .V':.;rA } . ° •f6�t ° <,(Yi�.tii:iS.J !: %;.; }i`,, J17u',�,.i_; • . . Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Item: 01600 FINAL - PUBLIC WORKS Item: 01700 FINAL - BUILDING Item: 05130 WATER METER PERMANENT I hereby certify that I have read these conditions and will comply with them as outlined. Al! 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 construction or the performance of work. 14 D01-287 Date: Printed: 08-02-2002 Z z fr 2 . n' C..); CO F, LL , ui 0 • 15; 'In a 1- LI z .z 11J uf 0. :0 1—' 'I1J I 0 I- 11- .. Z 111 A z Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this p -rmit does no resin e to give authority to violate or cancel the provisions of any other state or local laws regulating c• ructi;n or the per m ce of wor I am authorized to sign and obtain this developrpent pejmit. doc: Devperm City of 'fukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: 41 /I 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. a wi D01 -287 Date: 04 Date: 2 Printed: 02 -19 -2002 City of `Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179001050 Permit Number: D01 -287 Address: 12223 47 AV S TUKW Status: ISSUED Suite No: Applied Date: 09/06/2001 Tenant: Issue Date: 02/19/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 4: 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). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: 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. 8: 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). 9: All wood to remain in placed concrete shall be treated wood. 10: 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. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *PUBLIC WORKS DEPARTMENT * ** 13: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 14: 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. 15: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 19: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 20: 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 doc: Conditions D01 -287 Printed: 02 -19 -2002 S � Z re 2 0 to 0 w I J p, CO IL w O `. ur Q d = . w . Z �' f-- Z U � o - ww = U ti. ~O ti i Z UN 0 1-- z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will beunworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 21: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 22: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 23: Enclosed areas below the lowest floor shall be designed to automatically equalize hydrostatic flood forces. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed areas subject to flooding shall be provided, with the bottom of all openings no higher than one foot above grade. Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters. 24: The developer shall be required to furnish the City Utilities Inspector with survey data that equates vertical elevations shown on the plans with the National Geodetic Vertical Datum of 1929 prior to the Final Inspection. 25: If ground infiltration is not appropriate for this site, an alternative drainage system shall be designed and submitted to the City for review and approval by the Surface Water Engineer prior to construction. 26: Drainage design shall also consider the impervious driveway surface. 27: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 28: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 29: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 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, w• er specified herein or not. The granting o this per regulq ng const uctio Sign ture: Print Name: 01/k C ��/9 _S doc: Conditions does not p,• u ► to give authority to violate or cancel the provision of any other work or local laws the perfor j a . e of work. Date: I � /�� D01 -287 Printed: 02 -19 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0179001050 Address: 12223 47 AV S TUKW Suite No: Water Meter Size: Quantity: Water Meter Type: Work Order Number: Connection Fee: Install Deposit: Additional Install Deposit: Plan Check: Inspection Fee: Turn On Fee: Special Assessment: Other Fee: Total Fee: Total Water Fees: $260.00 doc: Miscperm WATER METER INFORMATION Permit Number: D01-287 Issue Date: 02/19/2002 Permit Expires On: 08/18/2002 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,254 SQ FT SINGLE FAMILY RESIDENCE AND 258 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, SANITARY SIDE SEWER, STORM DRAINAGE, FLOOD CONTROL ZONE, 3/4" DOMESTIC WATER METER AND STREET USE. YIN Meter #1 Meter #2 Meter #3 75 0 0 1 0 0 PERM 5214L $60.00 $0.00 $0.00 $150.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $15.00 $0.00 $0.00 $25.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $260.00 $0.00 $0.00 D01-287 Printed: 02-19-2002 Pro ect Name/Tenant: OP 'J .A '_ 1, r 4b IL . A. Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence . Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) . ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction: '• ' ct Site Address: • . City State /Zip: i., k e . , Tax Parce Number: .are - a :t.' Property Owner: . 1 - 5 - v1 i M 0 V � LL *For an Accessory dwelling, provide the following: • - Lot area Floor area of principal dwelling Floor area of accessory dwelling Phone: (zoto' I S - 889 Street Address: i(Sit ,hi - I C .' City State /Zip: ✓ • it .• : Fax If: •- it , - V Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: - 'L�.es r,�' j irts (Avt Livt4 i -kcv1 / Phone: (25 - 2E Street Address: t../ City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person• VIA.ID t�ttl t/ g t oo k_s City State /Zip: a Phone: 20(9 • 15-2 qc3 Fax #: Y2 ) & - qo 1 Street Address: r I 22' 5 -J ' AJE � .� Description of work to be done: • Pew Co4s. OvJ f b vwe gum Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence . Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) . ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 0 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: . Ir 254 sq. R. Dwelling sq. ft. Covered Deck(s) .253 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of 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. Single - Family Residential Permit Application CITY OF TU-' WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PPLICANT 'REQUEST:FOR;PUBLIC:WORKS SITE/CIVIL PLANREVIEW OF THE FOLLOWING:. ( Additional reviews shall: be determined `by the Public: Works:Department) ❑ Channelization /Striping Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ;:. Hauling F 171 Land Altering: 0 Cut cubic yds. lood Control Zone Haulin ❑ Moving an Oversized Load: Start Time: End Time: 71-Sanitar Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public 01,Water Meter /Permanent # I Size(s): / ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous SFPERMIT.DOC 2/13/97 OR STAFF / USE ONLY Project ,umber: 0 1 • 111 Permit Number: Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 9 - 10 - OI • Date application expires: Application taken by: (initials) Jcc' PLEASE SIGN BACK OF APPLICATION FORM 'BUILDING 'O ER OR AUTHORIZED °AGENT:: true Ii • Date: R Al o i Signature: (Yu Print name1 . n ov. itiu cp2hio e 1'$ it / fate /Zip r 1Letj . S ii f . Address: 1, i - i kve k ALL SINGLE FAMIL RESIDENTI PERMIT APPLICATIONS MUST B " BMITTED WITH THE FOLLOWING: - 4► . ii#E • r ED BY , REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE QUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -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 1 8, 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 ". $ullding;OWner /Authorized Agent If the applicant is other than :the owner, registered architecbengineer, or contractor'licensed by the State:of Washington, a notarized letter from the property owner authorizing the agent to submit thispermit application and obtain the permit will be as part of this. submittal: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 CITY PORM,NO I, 1912 ADOPTED DY DIVISION OP MUNICIPAL CORPORATIONS, ;OLYMPIC PRINTERS IN .. . CITY OF TUKWIL.A RECEIPT GENRL 8733.60 8SWM 103.87 CHECK 8837.47 05/16/03 12 .12 :27 0097 8729 WHITE - Finance Dept. CANARY • Customer • FOIL. / 26 . .Received o CITY OF TUKWILA TREASURER'S RECEIPT ©d,3 ezlizez,c} Z: Dol ars, "5'733 TOTAL c9 7 3: , 1729 ,, t. �s, >> r �?5t 1�� .' LV TOTAL DEPT PINK • File JV, U 0 :• N 0 C"w w = : I J F — . w 0: g 5 : _ • d ' I - 40 z H;.. w uj, ,0 N # w W U. 0) z *tt * *. *.l4�4 *' ; * k *wii *1 * *4*% * *. **** t* *A * * **tit * *.iar * * ****.A*** *i CI 1 Y OF TUKWILM. WA TRANSMIT .t *drfr * * ** * *4.** *4* * * irlit4-144414.1c4 Oic* ** ***.oar * **ic4r4ea4*.*4 * ** TR ANSMIT Number::: 80101165 'Amount: 827.94 09/06/01 13427 Method M CHECK Notat i ori„ TONI MORELLI In it: KAS. Per °s`,.L rr`` Doi-72p7 Typ �' DEVPERM DEVELOPMENT PI.RMIT: P,drrel ,Ma; . ..01.79,00-1050 e ;Address: 12223 47 ;AV' S Totial' Fees: 2 106.19 Payment: Vii2 7 . _, Total ALL Pmt: 827.94 B a l ance s 1 *'it* *dr * **y4 *4* ` fir.* ar *.. 1 *ti L**,i 4r* ** * * * * *+Y* ** ** *.4 *4 * *4* *:ti* *4.** A ccount t Cody Do pt i on A III our + .0 CHECK RE5 827.94 VAIPATORW ' : �Q• .,,r . k 7t 1 , ° {{ ) 1 ,:� . ,ir d . r. t rli �� •• : ); : u'' .r h't' -') . \A�5)'t �J � r/ `��`.Fi� �3 �•� .• 'f • —!. Vii:,. r _.s,.a�!_. ��l�lf�1'+11i�a'4 ..rn i'SY't.l: Via.. . �i i r ai '� . n•iy , ,��i % % � ;�kitif's�f. >.c:, r c•r•? � r :,f ' 4 r . �,. 4' ••.�,. ', .. , , r .Uant.�,isL'h:r. �� d,.PflC`tiv. •h 1c: T, r 4�.5 �'. ! r t .r , t.r:iY,+cx A::r.� iY"tY.S�:4. .K,.t. �, .i'e•y Y,, t.+i l Parcel No.: Address: Suite No: Appl icant: Initials: User ID: Payee: Receipt No.: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 0179001050 12223 47 AV S TUKW R020000234 LAW 1630 TRANSACTION LIST: ACCOUNT ITEM LIST: CHRISTOPHER BROOKS Current Pmts Amount Type Payment Check 57801803 Description BUILDING - RES FLOOD ZONE CONTROL INSP FEE - SME/SSS INSP FEE - STORM DRAIN INSP FEE - UTILITY PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE WATER ASSESS-ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN-ON FEE RECEIPT Method Description 000/322.100 000/322.400 402/342.400 412/342.400 000/342.400 000/345.830 000/345.830 000/386.904 401.388.104 401/388.102 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 5,913.81 Payment Date: 02/19/2002 03:16 PM Balance: $0.00 5,913.81 Account Code 941.11 50.00 20.00 15.00 30.00 30.00 10.00 4.50 4,563.20 60.00 15.00 150.00 25.00 Total: 5,913.81 D01-287 APPROVED 09/06/2001 4050 02/21 9716 TOTAL 18435.35 Printed: 02-19-2002 Proje r fAo Type of Inspection: GO Q Address: k v� 97 I cam. S Date Called: 1f, Special Instructions: Date Wanted: (h O/C) p/& a.m. p.m. Requester: Phone. No: 40 8 1 $ 5 - L j qa 5 I 1 Of u�Q r • El Approved per applicable codes. INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: outr �t.� 1)s-c. S Lo 0, VP A AkiusitA , -le Jt rr�cw„ n(c , C -tit, SclaQ .i kf im I) 6 K Capp 5� � � Inspector: t : Vv k $47.00 REINSPECTION FEE REQUIRED. Prior to i ection, fee must be Da paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .,.i,J.'4i:.iu. tcf;iik 4 " •, 'i'iF.a:."Ll.Y1ir :.f.Y t••, i$,„lav COMMENTS: Type of Inspection: 1 740 �)C C CiW x tS'�-e._ !�, I i P c c -to, . sc< o ---1 vi / (% P VC. 13' c 4' '.Z � PD_re i cs„. I I I 4 co" 9 ( . . J G '; 1 L - _ W , v, .1 43. -h) (uvi 4I'" ",.. ' � ' . . oTt.u . p9 t'�43 I-te @ ` � r LN�'.r.�`''Cc4.ef w fi 1 W� ° 1 1 a.m. p.m. Requester: mo t, Pro' t: ' acca tuz_ Type of Inspection: SS S Address: Date Called: Special Instructions: '' Date Wanted: 1 1 a.m. p.m. Requester: mo t, Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 e7 PERMIT NO. (206)431 -3670 El Approved per.,appiicable codes. Corrections required prior to approval. - Inspector: VV Date: 1 / 2 * J 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' ; ;: s. ri.!'. ir.': v.:- '4;i�iSUtA'tiAi:.Sii'r:�uC;l•4i e!. °:: r'.'' 4 / 5'•.+.. ft : ^..� *:'tii:�:tu't:`ia�ik >e4�1� Project: r) n: Type of Inspection: -trench circi Address: )2223 4 71-h Ave S Date called: — 7—o 2 , Special instructions: • Date wanted: ,— , ...) 6 -02. 0 . . . Requester: A i (.....nrIS Phone: 3 3s _ 41.53 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION i.6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Doak- 2 7 PERMIT NO. (206)431-3670 Li Corrections required prior to approval. OMMENTS: , • , 02- CLA+4-41.0-.0.2 1M L.11kA (4 Ag.-. 6/ 46 -k ('-eNt44P--j "t.b. c, Inspector: U 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: . •• 1.. !, 4,!s•l.'4.Aqi!..;e.,!•;eL4 . . Pr ', t: — „. -•'' pie h - 1 , r e e Type of Inspection: U.� L 7 - z--t e Address: k 2 ..22 3 . A Au S Date called: G - S- Special instructions: ,.ter ( 1 oe: Date wanted: a.m. 3 Requester: r 1 n n . 3 (3 2Z2 `4k; oi;- .i ?v i tip ti INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 RMIT NO. (206)431 -3670 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: Inspe or • - Date —110'0,7 .00 REINSPECTION FEE EQUIRED. Prior to i spection, fee must be paid 300 Southcenter Blvd., Sui 100. Call to sche ule reinspection. t No: Date: IlAk i Vi a , rr” +�: 11 .. t+ p'• y. , n ai,�1� ax�l:.�a�iif ilk: .ba . .� i. x•.s ta1 ��.j.' stair' `;�;u;iu'�,+�idi?;p<d'�biArs�� r r y'� �;;�` a� �€u air ,�� 5 .ms;, ci4'3in. +.iu�:al'•'r:(� ":i:;ar'ti1:: •+:i i • • W O 0 to o N W Z, • LL W O 2 g J • Q • a H W. Z � ' Z 0 U � i0 Y2: W W '', I • ( u.i z • N O I-" z P I Type f Inspection: • wail e �, I fP Add s 3 I 4ofes, ate called: 1 / 2 Special instructions: Date wante : at, / / P.m. Requeste C' !�' -4 P f o _ n ') `7+ . . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 :G /1 (4.� . ) 55I 75 Corrections required prior to approva . COMMENTS: A vs( QA K.4 Date: Inspe rn $47.01 REINSPECTION FEE QUIRED. Prior + inspection, fee must be paid at 6 10 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Date: Rec p(No: to- .,i ... >. u�:. a. uw:', i; r, t: e. 5`.+:: a` n' C$:l•: ivxi: leLw ,,dL.�sJ?Ja4P.,?....�w.«>1Ii1 :9•i;1E,rliW�i4.�Cei; At 15G:,F`t'4 1i:(K5Fi #M+'�Y. • I—. W 6 v 0 ' ■ rnCI ILI CO LL v) W.. w 0 u_ a (1 'a � W` z � . I- 0 W I- U 0 N W 0 . uw Z N ; 0 H Z P )ect: Ty of Insp cti n: 4 . Address: / � 1" / --i - 7`��1/C . ,.�, D to called. , / Ire Special instructions: Date wanted. 1/(074 a1 p.m. Requester: D 1-1.•t T4224)3/3—guic) . . Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT b (206) ' 31 -3670 Correct s requed } prio o approval COMMENTS: 11141ec . r: Fird 7.00 REINSPECTIO t 6300 Southcenter B i r ceipt No: AA, / /.d am FEE REQUIRED. d., Suite 100. C Date: fl P for to inspection, fee must be paid to schedule reinspection. Date: ttT',K, '+I ,� � -.� h �w ,f r g' iiPlail .,: .'M iirg i* a �`.'n M c. re'14C :� S W , U0 co 0 to =; J1.- w O H ' U � O N W W H H u- O ; W Z U z Pro` ct / �) �� Inspection Typ f I io A r i �l Address: /223 47 � s Date Ca d: a 8 /da Special Instructions: Date W to o � k p m' . Requester. ( Mr /S Phone No: alt - ; '35-- 3815 INSPECTION RECORD Retain a copy witit permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ze/ " r. ,9 he9- 2: 6 / �► ,,P ?-.? to L. /if," 4, L. Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: dtile Date: (206)431 -3670 1 'G er �i�:l'rtev i`r'�;Itt..t7+ is INSPECTION RECORD Retain a copy with permit INSPECTION NO ITY OF TUKWILA BUILDING DIVISION 3 Southcenter Blvd, #100, Tukwila, WA 9818 Projec. =Address;` •- S Special: instructions: Type of Inspection • [f�- U •• Date called: Date wanted: p.m. Reque3ler /,' Phone: . J v45. Approved per applicable codes. Corrections required prior to approval. COMMENTS: V`erm t A- Date: 1^ I1 . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at`6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I f,iPERMIT NO. (206)431 -3670 Z H Z 2 . JU: UO: s N O. lA W 11 4 _.. W u_ In 3 1— = Z 1— 0^ Z I— . U 0.. 0 = 0 u_� z- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ThLh 4(t A ess• 5 '' 4wS. Special instructions: Type oflnsp ction: ,..: . Date called, Approved per applicable codes. INSPECTION RECOR Retain a copy with permit • PERMIT NO. (206)431 - 3670:• Corrections required prior to approval: COMMENTS: 111)-PA vA ar 41 14.) (o t;1 v e► 10.k (r) 10 r OVA CSC ro AJ" ,ritr� Inspecto �^ Raj ►n+RX D Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid, at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;eY.: %.1 iset t'.+ r t 1:1;t b1.;;: - S t Project: ' - Type of Inspecti n: Address: : , ''c''. , W ,QS/ S Date called: . ie-r pz Special instructions: Date wanted: j -,... 7 40 -OA '—"- a. m p.m. Req estgr: � . GG Phone: 7(6 1 c ;t-4: r U.t.X.N,e1; N1:11.li:441:4.si `trsd�4`:1ii� " •44.4 ii 'r E1k6u� +Ji.S; .tS`M• ?.7; 'Ni..St INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Or In ht, aUG, L � Inspector: { Date: 3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Ui U 0 U w W• W =: . NV.. W • }} g J .: 2a I— _ I— 0 Z I--. O N U; W ~O _ U N . � 0 Z j ct: _. i ---,-- g Type of Ins tion. S i" 5"-t-ii 4,2, Date called: Special instructions: Date wanted: Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDINODIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .:(206)431-3670 Approved per applicable codes. .Corrections required prior to apProYal. COMMENTS: Date: eceipt No: 0 at 6300 Southcenter Blvd. uite 100. Call to schedule reinspection. 7.00 REINSPECTION FEIREQUIRED. Priori() insintion, fee ri" paid •' • , " 'fito.4444. '66 0 0 t ° co ILI W I . Lu 0 2 u_ < co — 0 1— la 1. z 0 z LIJ uj 2 D 0 = o uj I 0 1— L 0 (°' 0 Pro tr =' '�' i' ° "" Tye ^ of Inspection: Address' '� = ,� & -y7 '` .S' Date called: ." Special instructions: 1 Date wanted: —270 a.m ) p.m. Reque er , Phone: .3P'3 .35'.2 " ' ': i `r. 4 iiaidtilltRe?ar k 44 ‘ r31wty . ?gr:r -- .. !^ ^• Z .i.. -.t^i. F^'S'ac .. .... INSPECTION RECORD • Retain' ai ;copy with permit INSPECTION NO CITY OF TUKWILA BUILDING; DIVISION 6300 Southcenter;;Bl■d, #100'Tukwila WA 98188 PERMIT NO:; (206)431 -3670 COMMENTS: , 1) teIC ; n' * r ,. t71.)v1 ('t a 4 t o Wen I S Inspector: 0/14"12/0— Date: .2 7 02. Approved per applicable codes. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. o�ect: _ / 1( .�., (\ r Q - Vs-. • ksa ppection: c2/` /.77S . A ress:. a93 L{ to-' .rS• d: Date called: 7 -- Special instructions: Date wanted: 0 — 417 7 1, — (% 7 . ,, . a:m. p.m. Reque r: ,, Phone: INSPECTION RECORD' , Retain a copy with permit (NSPECTION,NO.% CITY OF TUKWILA BUILDING DIVISION '6300 Blvd,; #.100, •Tukwila, WA 98188 COMMENTS: a t Date: 2 -,Zo a -2„ Receipt No: Date: Approved per applicable codes. fl Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 thrtittkert Pro' t: rfrigIC Tr yf ns7X.di 0 l 'eiti 1 e i Au ,s , . [Ate called: v? i/S pecial instructions: Date wanted: j / A iie7/°,2 41 Reque • , p PPhone: ( 2 4 9 CQ 7/..S — S'S9.9 • 't' tt • 4:047,4VIdactUis , • INSPECTION NO. : • I 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ArOroVe cn ' 1 • be evx P CA k )c 13 evvs 4 ' I 1- 2.' l■we5 40 Nhotit-.-C-, TrovvIt INetA P. (sly\ A tieti \pq rds < < t Inspector: Date: 2— 1 9- 0 1- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: FROM : R HORN ASSOCIATES S L-$ 3S 3C. -c-‘-4; o ot (n . crtre - 3) t 1.7 .asta, NS, C 3PI 1 / , ®m'2 14 WC. ` a` Ctek - riN..1 o a A = l %-a-s >� -�a� rrw A 4'1.0 f-2-5 1 = l OAS tA WI = 3 • ; .e "Yr4c►.1 (sic t�oc . . 2 ogx t o4&i, 5 ci (5,-44+4) • t'4 ‘4.101. c' D L"cQ 5. l()(6) •. '3 R. HORN ASS PHONE NO. : 253 631 5353 JUN. 06 2002 09:55AM P2 RECEIVED CITY OF TUKWILA JUN 1 1 2002 PERMIT CENTER 0 25954 130Th PLACE S.E. P.O. BOX 5102 / 1.: KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 F a I o F �? • yt." icfr>' �::w3i: ;±k�d`a�alh l '% t y:6G�sl + t r e 3�,Aw.Yass;� . ti3a ttiti4401:.#4,41s4/411,'', W UO N �. (O LU W I. N U. uj o g u_ < D. d . zI U �. 'O o P u j I- U u' O , w z O z rreIrl : -1 lor.14 A^Z.10CJ ATrrl FIGURE 3.5.11i 100-YEAR 24-HOUR ISOPLUVIALS 100 24-HOUR PRECIPITATION 3.4 - OF 100-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 2 2 3 4 5 6 7 a ),Ilies 1:300.000 ruow tin L Cli TUU- Pn_2ctr12 Pn:n=lati 3.5.1.13 1190 - r - 0 in 16' —. R ANN) lrVVt•lt 'vrt ..v.. • MOO Y tfOMMI.tl.rM.Ir Y ISO e Ni Y — its) F1LTQ4rwki 5`l•STC Y W rWi.mag. 100.00' S 9' 17' 24" E w Y r te- - � - ✓r-':-r � ,- g� 0 54' tttl• am PROPOSED PLAN 1254A/1 MIN. FF EL. =1 .4 //////// BUILDING SETBACK LINE, TYP. 100,00' r 9' 17' 24" PROPOSED '� PLAN 1254A/1 - / MIN. FF .EL. =1 .4 SOS ...t• SS 100.00' S 9' 17' 24" I PER PUBLIC WORK l • - i ' GARAGE r SOO w 8.5' 1, . °• - . • 'a 10 ' .DRIVEWAY a • - I d II LOT 36 13.5) 444°PUCs��vr lNST (.L .4. ,DR /yekv t 1' 7726AICM d e ».N W w t SS WM 10' 5' IMO ar - IIMMIMMOSSOMMONMS - IND 4 - • • LOT 35 IMO ONO 30' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. V t .-.... ....... • 0 • 0 .II • 4 10.57'± I II• a II II rs • =10' DRIVEWAY ° o • 1 Q . co a ' • A n M a -n 0 z m z ti z FROM : R HORN ASSOCIATES PHONE NO. : 253 631 5353 JUN. 06 2002 09:56AM P5 3S , 3G b4,4 ... , rn'1 t ......, n`Y oY„ +;.��7*z�zrtiaSCx ttctM] G .u1{illi k ?i.'efiaff2= ,�h�eNrt�i. 513. ij .vn,i$?�n$hj''iNeLk: >Itg4lV�lt' YA1V 'WXi Seat z zi • uj • JU 0 0: O ' W =; . J~ W 0. g J: U. Q HW Z � F- 0` Z F ui U� =: :(;) = I- U O. W �k U_ N' O z $� 23(02. These plans have been reviewed by the Public Works : Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility . for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these - drawings after this date will void this acceptance and will require . a resubmittal of revised drawings for . subsequent approval. Final acceptance is subject to field inspection the Public Works utilities inspector. Date: B y: FROM : R HORN ASSOCIATES DALE E. SNYDER CERTIFIED PROFESSIONAL SOIL SCIENx'IST Mr. Ralph J. Horn, PE P.O. Box 5102 Kent, WA 98064 -5102 Dear Mr. Horn: PHONE NO. : 253 631 5353 JUN. 06 2002 09:57AM P6 nnas3 @attbi.com 31 May 2002 Per your verbal request and authorization, I have examined soils at the proposed w o y infiltration sites on Lots 34, 35, 36 with addresses of 12227, 12225 and 12223 �a u. ¢. respectively in the Allentown Addition of Tukwila, Washington. The purpose of Yu) a '. the investigation was to determine soil infiltration and permeability rates at each w . of the sites. Standard visual - manual pedological techniques were employed. An ? "--. enclosed sketch of the sites is enclosed, showing the approximate location at I- o . z ui which each examination was made. Following are my findings and t 2 recommendations. v co , 1- 1. 0 - 30 inches, silt loam = w 30 - 55 inches, grayish silt loam with three thin lenses of loamy fine sand. v Permeability of the silt loam is 0.4 to 0.8 in. /hr. (- z' Permeability of the loamy fine sand lenses is 2.0 to 3.5 in. /hr. cwi co o p 2. 0 - 8 inches, very dark grayish brown silt loam. 8 - 34 inches, grayish silt loam with numerous reddish redox concentrations. Permeability is 0.4 to 0.8 in. /hr. 34 - 36 inches, gray loamy fine sand. Permeability of this layer is 2.0 to 3.5 in. /hr. 36 - 48 inches, grayish silt loam with numerous reddish redox concentrations. Permeability of this layer is 0.4 to 0.8 in. /hr. 48 - 55 inches, gray fine sand and sand. Permeability of this layer is 6.0 to 10.0 in. /hr. 3. 0 - 8 inches, dark grayish brown silt loam 8 - 33 inches, grayish silt loam. Permeability is 0.4 to 0.8 in. /hr. 33 - 64 inches, grayish silt loam with three thin lenses of loamy fine sand. Permeability of the silt loam is 0.4 to 0.8 in. /hr. Permeability of the loamy fine sand lenses is 2.0 to 3.5 in. /hr. 2205, 226th Place NE Sammamish, WA 98074-4033 425- 868 -6107 5" or 7 FROM : R HORN ASSOCIATES Horn - page 2 Difference in soil layering were observed from one site to the next. Please understand that soils formed in fluvial sediments may differ significantly from one another within relatively short distances. My sense is that the initial infiltration trenches have too little capacity for infiltrating the water from each of the planned buildings, in view of the relatively slow permeability rate of the soils at the sites. The surface area of the bottom of each trench should be Large enough to accommodate the anticipated quantity of inflowing water. More bottom surface area may be required in each trench. As an alternative to increasing the surface area of the bottom of each trench, and /or in combination with that procedure, about six bore holes may be extended from the bottom of the trenches, to a depth of about 6 feet below the present ground surface. The borings, about 6 inches in diameter, would be backfilled with washed pea gravel, covered with the crushed rock presently in place, all topped with a protective filter fabric, placed very carefully. This would take advantage of the more rapid permeability of the sandy lenses in each of the soils. Please let me know if you require additional information. Sincerely, .4J Dale E. Snyder, CPSSc • ,,; i t C�.,7:!.:� ' ...!•''.::=: 'v } :L. • e ,.�� #� .• PHONE NO. : 253 631 5353 JUN. 06 2002 09:57AM P7 2205 226TH Place NE Sammamish, WA 98074-4033 (425) 868 -6107 nnas3 ®attbi.com C pF 7 1 113; O' w w: -J w O` u_ d ; �.. w , z �: F- o Z no o o = L I oi w .0 Z . 0 These plans have been reviewed by that Public Works Department for .conformance :vilh curren,: City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B / 37o2 . :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 3 0 z m 0 FROM : R HORN ASSOCIATES s" rr A".1 E c`La Loa-Irk , A _ k : .aS4 o N ii r 9 %or: 3. 1 . /z A Ce?or: 2. zit k1/4--e_ Wcr cA -Tr.-;\ N ) A e. = 1 - - 5.�- -- . ,, Jcrw AAt, r 4 i'2 I off•$ WI 3 •s/ = .6(v "Yrn(N 2z'Pcd2t- (t 04.B) cal IX lo .v6` ( L. ‘ 472-3- Cpccs' �. 3, 1 "4)C(p) t 3 R. 'HORN ASS PHONE NO. : 253 631 5353 31 3 RTES `1nrIn,rr{nrf4 that +1' - , JUN. 06 2002 09:55AM P2 G.- 6rb, -0 Z RECEIVED CITY OF TUKWILA JUN 1 1 2002 PERMIT CENTER IVO I 1'Z87 25954 130Th PLACE S.E. P.O. BOX 5102 KENT, WA 98064 -5102 PHONE/FAX (253) 631 -5353 I or - 1 14; A.t4s:er iortl A ^^OCT ATr''l 4.6 FIGURE 3.5.1H 100 -YEAR 24 -HOUR ISOPLUVIALS 3.0 3� 4 3 s 3 g 3 2 40 47 4 43 44 100 -YEAR 24 -HOUR PRECIPITATION 3.4 ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 a Mlles 1: 300,000 ruo 4r un .. 2=1 t ''oL �� TUU _ nn_pnaP nn s ncau C7 tv 0 3.5.113 miC 1190 z .• 0 • - 16' /A NL; `rr• I.V.• •••••• ••• •••-•• • -• TrA-1- B461 NI � -- 11.1 F t l- 2-16T1 Ii 5 `l• S T C is- 1 4r 1. •••• •••••••••• 11•80. low A.TC L lr 't?, NES l 1,1 sr r -•....iY.•■ r r. { 54' 100.00' S 9' 17' 24" E r �r r.rr+�r� r w ���r r r r. PROPOSED / PLAN 1254A1 / MIN. FF EL. =1 .4 PROPOSED V PLAN 1254A/1 - / MIN. FF .EL. =1 .4 100.00' W o ' rVOVEC I r �� D X 123 oz._. s _r____ f - 5 -: - PER PUBLIC WORKS N r ss • GARAGE /j/ w.. 100.00 S9 r ' 17' 24 "E 9'17'24 GARAGE IMP 8.5' 1 BUILDING SETBACK LINE, TYP. 8.5' W 1 Q . 10 ' DRIVEWAY LOT 36 iAxsT D.en, wAt. r w .VW AO . v 4 10' 5' ° . = • L�1 35 ' M r 30' d NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • V, ••i• • •..... • ••• r O : a• • 10.57'± f b . DRIVEWAY ° o o • B d d 1p 1� � 0 z m z • N UI W W FROM : R HORN ASSOCIATES ettoiLer eel tt) C v o ir r-Pit e c 1I S 0c pi ea- '-la ■"/ eL w Lett.. t1 Gs �,d f soc.�n PHONE NO. : 253 631 5353 JUN. 06 2002 09:56AM P5 Z �- 4 n p 2 ;- tP t PC LE'VE'L 4 r• -n 3S3::, • Vim/ E� T t C Ll L f_ t _- l T - 94 . . ■ 9 / Wh.E. CD V.-c, C . 40P7 DS -OW riaU NN GU t GAP -4 " 0 qe i =4ni�L�i"d�ht 4 i ",^04 4.A4,1 C Z , 2 J U 00 , N0 N L w 0 i a . � z Zo Ill al; o - O1- W W i H U • p U u) 1= =! FROM : R HORN ASSOCIATES DALE E. SNYDER CERTIFIED PROFESSIONAL SOIL SCIENTIST Mr. Ralph J. Horn, PE P.O. Box 5102 Kent, WA 98064 -5102 Dear Mr. Horn: PHONE NO. : 253 531 5353 nnas3 @attbi.corn JUN. 06 2002 09:57RM P6 31 May 2002 Per your verbal request and authorization, I have examined soils at the proposed infiltration sites on Lots 34, 35, 36 with addresses of 12227,12225 and 12223 respectively in the Allentown Addition of Tukwila, Washington. The purpose of the investigation was to determine soil infiltration and permeability rates at each of the sites. Standard visual - manual pedological techniques were employed. An enclosed sketch of the sites is enclosed, showing the approximate location at which each examination was made. Following are my findings and recommendations. 1. 0 - 30 inches, silt loam 30 - 55 inches, grayish silt loam with three thin lenses of loamy fine sand. Permeability of the silt loam is 0.4 to 0.8 in. /hr. Permeability of the loamy fine sand lenses is 2.0 to 3.5 in. /hr. 2. 0 - 8 inches, very dark grayish brown silt loam. 8 - 34 inches, grayish silt loam with numerous reddish redox concentrations. Permeability is 0.4 to 0.8 in. /hr. 34 - 36 inches, gray loamy fine sand. Permeability of this layer is 2.0 to 3.5 in. /hr. 36 - 48 inches, grayish silt loam with numerous reddish redox concentrations. Permeability of this layer is 0.4 to 0.8 in. /hr. 48 - 55 inches, gray fine sand and sand. Permeability of this layer is 6.0 to 10.0 in. /hr. 3. 0 - 8 inches, dark grayish brown silt loam 8 - 33 inches, grayish silt loam. Permeability is 0.4 to 0.8 in. /hr. 33 - 64 inches, grayish silt loam with three thin lenses of loamy fine sand. Permeability of the silt loam is 0.4 to 0.8 in. /hr. Permeability of the loamy fine sand lenses is 2.0 to 3.5 in. /hr. 2205, 226th Place NE Sammamish, WA 98074-4033 425- 868 -6107 o P 7 ih zh ii:lit�? *� r! .s�.!zl.'4v5%�L::a' „ 5J•%:J:.:rJ • rti::a;? c:. '�'r:s,� r :; ? >� <'.,.; These. plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or. ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these r= drawings after this date will void this acceptance and will require a imittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By • FROM : R HORN ASSOCIATES Horn - page 2 Difference in soil layering were observed from one site to the next. Please understand that soils formed in fluvial sediments may differ significantly from one another within relatively short distances. My sense is that the initial infiltration trenches have too little capacity for infiltrating the water from each of the planned buildings, in view of the relatively slow permeability rate of the soils at the sites. The surface area of the bottom of each trench should be large enough to accommodate the anticipated quantity of inflowing water. More bottom surface area may be required in each trench. As an alternative to increasing the surface area of the bottom of each trench, and /or in combination with that procedure, about six bore holes may be extended from the bottom of the trenches, to a depth of about 6 feet below the present ground surface. The borings, about 6 inches in diameter, would be backfilled with washed pea gravel, covered with the crushed rock presently in place, all topped with a protective filter fabric, placed very carefully. This would take advantage of the more rapid permeability of the sandy lenses in each of the soils. Please let me know if you require additional information. Sincerely, Dale E. Snyder, CPSSc PHONE NO. : 253 631 5353 JUN. 06 2002 09:57AM P7 2205 226Th Place NE Sammamish, WA 98074 -4033 (425) 868-6107 nnas3 @attbi.com 0 7 • FROM : R HORN ASSOCIATES Rouse, Lot 34; 12227 47th Ave. S. • House, Lot 35; 12225 47th Ave.S. Lot 36;12223 47th Ave. PHONE NO. : 253 631 5353 These plans IN ve been reviewed by the Public Works Departrient for conformance with current City standards. Acceptance is subject to errors and • omissions whiclL do not authorize violations of udoptod standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 2 3 tiz JUN. 06 2002 09:58AMMi PS Site Sketch, not to scale of lots and locations of soil examination sites; At 12223 —127 47th Ave. S., Tukwila, WA. Dale E. Snyder, CPSSc Sammaaush, WA 98074 -4033 425- 868 -6107 31 May 2002 C O 0 C w e o � a a a c e Co • = C v x 0 V v x 0 0 • OILA 190 W Z PROPERTY LINE Materials: (All New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and slopes are less than 15X. Ductile iron(polyethyiene encased) — peat or potential corrosion areas. Ductile or Cast Iron — justified due to scouring velocities or soil problems. Coven 12 Min Cover required over all pipe. Slope: Min. 2X Max. 20% without anchors Anchor for >20% Plugged Clean Out (Total 90' requires Clean Out) Long Sweep Plugged Bend Clean Out l ( 4' Sewer Pipe Clean Out 6' Plug I I 6X6X4VYE (Remove or All Existing Septic Tank) 6' SEVER PIPE 10' Min. San Plpe Adapter INSPECTION TEE AT CITY R/W UNE STREET — Use Saddle for Existing Main. Show Address on Plan. 523 BIRCH ST. a a Test Tee & Clean Out Detail W 18 1E1 Min. Cover unless extended to Grade. 8' or LARGER MAIN SEVER City of Tukwila } Sanitary Sewer Must Be 18 Below Water Line When Crossing. DATE: 11/22/96 30 T CITY R/W UNE SANITARY SIDE SEWER Not to nolo SS-1 na .n 00010U.ov -u. f.H•t \x. :`: w��: 5niktiA�ikYs.'.s,'u�e$VF.�.7:i. wi i, "n'i7;bf';'i•i4fi� fri alit 5(1 !' n"'e� FFY� ri k Z • W i M .0 O` U) W WI •J ,_ W 0 lo • Z I— =i Z 0• Z H U . W W U Z: U = 0 F—:. z B4. MAP AND PANEL B5. SUFFIX 86. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECT VE /REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 53033C 0000 a /s..a/ "1 ' II /SA X 1D• 'l BUILDING OWNER'S NAME FEDER/AL EMERGENCY MANAGEMENT AGENC NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE SECTION A - PROPERTY OWNER INFORMATION Important: Read the instructions on pages 1 - 7. • of 'For Insurance Company Use: Policy Number :. • • ' Company: NAIC Number • WILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 2 - . 2 . 2 . 3 1 17 fit 4 ✓e. s. . . . CITY STATE ZIP CODE � k wit a- PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lo k . , A'!lc s.. A ' . Olt f • f - o Sea. BUILDING U E (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments are., if necessary.) Res idefti +ia.l LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ##' - ##.##K' or ##.#°) 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Ct4- of TU. wiles, 530011 TITLE ADDRESS SIGNATURE FFAAA Fnrm R1 - 11 .1111 nn HORIZONTAL DATUM: SOURCE: J J GPS (Type): a-FQ.f - /c. 1-1 NAD 1927 1_1 NAD 1983 B2. COUNTY NAME COMPANY NAME CITY DATE SPF RF\ /FRSF SIfF Fr1R f:f1NTINl IATICIN l—I USGS Quad Map I_1 Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 B3. STATE WA B10. Indicate the source of the Base Flood Elevation (BFE) data or as flood depth entered in B9. • I__I FIS Profile 1_I FIRM IXI Community Determined I.I Other (Describe): BI1. Indicate the elevation datum used for the BFE in B9: IXI NGVD 1929 I'I NAVD 1988 I_—I Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes IX No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I._IConstruction Drawings* I__IBuilding Under Construction* I__IFinished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion /Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? O a) Top of bottom floor (including basement or enclosure) . ft.(m) U b) I op of next higher floor • ft•(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) . ft.(m) tit 0 ❑ d) Attached garage (top of slab) . ft.(m) D e) Lowest elevation of machinery and/or equipment w `° m servicing the building (Describe in a Comments area.) . ft.(m) E ❑ f) Lowest adjacent (finished) grade (LAG) . ft.(m) ❑ in g) Highest adjacent (finished) grade (HAG) • ft•(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) TELEPHONE I__I Yes I_I No SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER STATE ZIP CODE RFPI Af:FS Al I PRP \ /Irll IS Fr1ITIrlNS N N . O Z Z U O W = N W W O N W W F W U � O 52 O I— I 0 .. z U N O Z (;) IMPORTANT: In these spaces, copy the c, sponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY COMMENTS ADDRESS SIGNATURE COMMENTS G4. PERMIT NUMBER LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FFMA Fnrm Al - 11 .II II nn STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the 'Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.). E2. The top of the bottom floor (including basement or enclosure) of the building is I —I —I ft.(m) I I Iin.(cm) I —I above or I —I below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is —I —I ft.(m) I_I__Iin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I —I Yes No No I__I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. GI . I —I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I —I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: I_I New Construction I — I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: TITLE , , i :v∎∎• :w,:kei4b 2. .. 6' ■ 44$ ^. DATE TELEPHONE TELEPHONE DATE STATE ZIP CODE . ft.(m)Datum: . ft.(m) Datum: RFPI Af:FS Al I PRF\ /If1I IS FIIITIf1NS For Insurance. Company Use: , Policy Number Company :NAIC Number I__I Check here if attachments I_I Check here if attachments I_I Check here if attachments :gty:`j`�; kit {!5! "�M�vf'iP,.'S'"[`q"•}�� �. -.a.� Z • W -J U O 0 W X. N W WO 2 L a co = W Z � I- 0 Z W uj 2 p •O —. o l- W • UJ O .. W U = O F " Z • NOV 01 '01 12:17PM TUKr DCD /PW PERMIT NO, DATE: t// \i �^ i PROJECT NAME: l , i' /r .e � ,� (� L�_.� j ... 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. o Locate exhaust fans on plan(s) and note fan flow performance rating for each fan. o 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 ect ion 303,4,2 Section 303.4.3 Section 303.4.4 j Indicate on plans a proposed system to be used. • (Refer to attached code sections, select one, and list here: <:` L/ CORRECTION OF TImcwiLA PERMIT r:Er:7�1 P.2 n ot -2R, J ,U UO • w is :CO LL: W0 g J. Q: 22 v . W z .z a mi 3: W : I— U ■ 9 ~ O . 0 z 1 1 1 NOV 01 '01 12 :17PM TUKt •e DCD /PW 303.4 Prescriptive Whole House Ventilation Systems: Whole house ventilation 'hall be provided by a system that meets the requiremenu of either Section 303.4.1, 303.41, 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. Al Iateratittteat,W toleBouse'VenWntian Using Exhaust Fens: 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 fans 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 Control': 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: MI 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 R-4. Eftective 7/01/01 P.3 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 Plow 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 ayatems do not require outdoor air inleu 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 'h- inch above the surface of the finish floor covering, 9 1 o Floor Area, ft2 Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Bedroom Maximum Elbows' 50 4 inch 2 or less 3 4 5 6 7 8% 5 inch 100 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 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 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 7 " 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 _ [113 17) 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 0.2r 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 Kitchen 50 cfm 100 cfm Continuous operation ' _ 20 cfm 25 cfm NOV 01 '01 12 :19PM TUK' DCD /PW TABLE 3.1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TABLE 3 -2 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. 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 P.7 Washington State Ventilation And Indoor Air Quality Code 1;1. Cul''E?_' CITY UI= 'ttJKWILA 1\10V 0 9 20013 p Elf - .F:1rT 1 ? 0 v lt�vLN ; lY4ht :s [Fkei�i3a &Yi+t;L +` Lw Apiliv∎.:2 6 .lt Qat vg), tYw Supply Pan 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 Required Flow (CFM). Per Table 3.2 Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter Maximum L ev y Maximum Number 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 Nov 01 . , 01 12: 20PM DCD/P11 Effective 7/01/01 TABLE 3.5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 1, For lengths over 20 feet increase duct diameter I inch. 2. Pot elbows numpering more than 3 increase duct diameter 1 inch, TABLE 3.6 PRESCRIPTIVE SUPPLY FAN DUCT SIZING P. 8 Washington State Ventilation And Indoor Air Quality Code RECENO) CITY OF TURIA/ILA NOV (1 9 2001 TfIl 17 fl Residential Sewer Use Certificddon (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council and is currently $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684-1740. (Please print or type) Owner's Name MO e. L u TCvx 4. ' (Last. First. Middle Initial) Property Tax I.D. Number 0(+9. - 1OS) Property Legal Addr ss: / Subdivision Name Vt'tCc•1:4ELM. �1 Subdiv. # (. 0 tJ Lot # 8(0 Block # 5' Building Name (it applicable) Property Street Address I ZZZ 3 u 44 ) �; City, State, Zip ) Lit LCtt,/t'( - ,y 1 ;v er 1 Owner's Mailing n _ Address j 7ZS' I S 7-4 1-t't.t N't (U different from above) L"(.e o-tE' be Owner's Phone Number (?'ti ) ' Z/ — Property Contact Phone Number ( it Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? 0 Yes t No Type of building demolished? Sewer disconnect date? 1057 (Rev. 7/00) I N LA/ I, 'Li ot Please check appropriate box: Single- family O Duplex (0.8 RCE per unit) [� 3 -Plex (0.8 RCE per unit) 0 4 -Plex (0.8 RCE per unit) Q 5 or more (0.64 RCE per unit) No. of Units x 0.64 = CI Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissio of corrected data for determination of a revised capacity hare. ali Signature of Owner /Representative C l Date Print Name of Owner /Representative o 1 1: White — King County Yellow — Local Sewer Agency Pink — Sewer Customer ) .a b L Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 iw �asr' ,2..'r.: rn�'�i.A:2;ii3,,:i!C:.tii:�.tt;, C' Et'7 ti' • - �'s t?�;s'a;Y:w:Vadl}.e<,:ii. ;ich;'#ili dt. 4:4..6.ii1, Zi rwt For King County use: Account # Monthly Rate Six Month Due RECEIVED CITY OF TUKWILA SEP O Z)U1 PERMIT CENTER ACTIVITY NUMBER: D01 -287 DATE: 6 -11 -02 PROJECT NAME: Peachtree - Lot 36 SITE ADDRESS: 12223 47 Avenue South Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works �� Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [� 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 Documents/routing sllp.doc 2-28-02 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: ' PERMIT COORD COrdy PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required ❑ No further Review Required Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PER MI ORD COPY DUE DATE: 6-13 -02 Not Applicable ❑ DUE DATE: 7 -11 -02 DATE: �� u . 1'•` L' r„ l'.; A... Yd �. vX.. r z�.,,. Lw: uai�uwt�tf ;%w��'4i2r(i'l�„i'�;,tilJ��. at.ii w. U ✓ 0 No (ow 0 J Q : N d • w Z F.: I— O Z F— uj U � O � C3 1 11J w 0 : ll. Z 0 I O z CTIVITY NUMBER: D01 -287 DATE: 01 -03 -02 PROJECT NAME: PEACHTREE - LOT #36 SITE ADDRESS: 12223 47 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 2 _ Revision # _ After Permit Is Issued DEPARTMENTS: Buildir 'Division Fire Prevention ,42d C' Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions CORRECTION DETERMINATION: Approved \PRROUTE,DOC 5/99 PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 01-08-02 Incomplete n Not Applicable Comments: No further Review Required DATE: DUE DATE 02 -05 -02 Not Approved (attach comments) DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: th�L ..1 da1:.•:alr..L'( %:i,�tuiy t i •S. t ?�.tizri ;;;. A Y Ciis brY ",l `WY•fa�l'.C� ir' TIVITY NUMBER: D01 -287 ' ROJECT NAME: PEACHTREE DEVELOPMENT -. LOT #36 S ITE ADDRESS: 12223 47 AVENUE SOUTH Original, Plan Submittal DEPARTMENTS: Bu'Iding ivision i Fire Prevention Public Wqr Structural 11-c Aux i2,-1 -01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Incomplete ri APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: Gbvve&44Dv, (,#v im imiulid CORRECTION DETERMINATION: Approved [ Approved with Conditions n REVIEWER'S INITIALS: DATE: 11 -9 -01 Response to Incomplete Letter `# XX' ,'Response to :Correction Letter # 1 Revision # After Permit Is Issued n n t2 - -D Planning Division Permit Coordinator DUE DATE: 11-13-01 Not Applicable ri Comments: No further Review Required DUE DATE 12 -11 -01 Not Approved (attach comments) DATE: n DATE: DUE DATE Not Approved (attach comments) ri DATE: it w: oo cn • W I F - ; . L w O g . d ; . z - o z n o U N : F- W F U. L2 OY ui Z C.) = i . z ACTIVITY NUMBER: D01 -287 DATE: 9 -6 -01 PROJECT NAME: Peachtree Development SITE ADDRESS: 12223 47 Av S SUITE # K Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildin Division Fire Pre FP - J Pla Division 9g4t 0 /A Public Wp rks „Q Structural I I Permit Coordinator Cris rl#M.10? th-01,01 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete I I Not Applicable Comments: TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIALS: r i D y w h i - D i a s TV - 1 k ai i d 1,b -t2 -o: 0)2, DUE DATE: 9-1 1-01 No further Review Required DUE DATE 10 -4 -01 Not Approved (attach comments) 0 _DATE: CORRECTION DETERMINATION: DUE DATE Approved fl Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: pto June 3, 2003 Toni Morelli 1728 157th Avenue NE Bellevue, WA 98008 RE: Permit Application No. 001-287 12223 47th Avenue S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is. suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Xc: Permit File No. D01-287 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431-3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one-time extension up to 180 clays. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 29, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. • Sincerely, --44e- Stefania Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 BUILDING DIVISION REVEIW F- Z 2 J U: 00 ' W = J F.. N LL' W0 LL a co d = W I . • Z ►= o Z I ll! uf M 0 i ;o — u w `. LL O . iii z co ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall 0 ~ be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. Date: Dec. 17, 2001 Project Name: Peachtree Development building permit applications Application #: D01 -287, 288 and 289 Plan Review: Ken Nelsen, Plans Examiner No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 A general Building Division plan review has been completed on the subject projects. However, the Building Department experience at the existing sites necessitate that additional crawl space drainage be designed into the construction plans. Please provide•additional or revised plans that clearly identify the' applicable drainage system, elevations such as in the crawl space, and the for disbursement system, etc. - - The following construction option and code references may also be considered. 1. Revise the crawl space construction with a slab on grade floor. 2. To maintain the crawl space construction design, design the drainage using the following Plumbing Code subsoil drain requirements. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. DATE: October 12, 2001 PERMIT NOS: D01- 289,288 and 287 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: PEACH TREE DEVELOPMENT Lots 34, 35 and 36 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. Please revise your site plan per attached markup. Since there is no existing storm drainage system available at your sites please provide us with percolation test results and a drywell or infiltration trench design. Percolation Test Procedure and infiltration trenches design guidelines are attached. A 10 ft wide private sanitary sewer easement across Lot 3 shall be required benefiting Lot 2. A sanitary sewer maintenance agreement shall be required since only owners of Lot 2 shall be responsible for maintenance of sewer pipe crossing Lot 3. Sanitary sewer easement and maintenance agreement document shall be submitted to Public Works for review before it can be recorded by the applicant. All lots are within Allentown flood prone area designation. Refer to attached Public Works Department Policy 2000 -01. A Flood Control Zone permit shall be required for each lot. Please have your surveyor, engineer or architect fill out Elevation Certificate. The lowest finished floor elevation of new homes shall be minimum at 11.4 ft NGVD 1929 datum. The house design shall utilize specific standards for residential construction. Refer to City of Tukwila Flood Zone Ordinance (Ordinance No. 1462) Section 16.52.070 item B.1 residential construction. 4. $ 8,369.70 Allentown sewer connection charges and $ 4,563.20 Allentown water connection fee shall be paid before permit can be issued. The above charges apply to each lot. 7 End /initial review comments. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION Date: September 19, 2001 Project Name: Peachtree Development Application #: D01 -287 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS 1) The construction details show 2 x 4 stud wall framing and R -13 thermal insulation. The wall construction note on the same sheet ( #6) calls for 2 x 6 stud wall framing and R -19 thermal insulation. If 2 x 4 studs are intended it will be necessary to submit energy code prescribed calculations to qualify the R -13 insulation. This requirement for "trade -off" calculations is shown on the WSEC checklist table, sheet #6, please clarify drawings. Memo Cc: • Page 1 To: Brenda Holt, Permit Coordinator From: Ken Nelsen, Sr. Plans Examiner Date: 10/24/02 Re: Peachtree permit numbers 'DO1 87, D01-288 & D01-289 B. Benedicto, Building Official Dave Larson, Sr. Building Inspector Tukwila Building Division Ken Nelsen, Sr. Plan Examiner Ext. 1677 After reviewing the files and various staff concerns regarding these projects, I would conclude with the following actions. 1. We reprint new building permit cards and condition that reflect the change of contractor requested by Toni Morelli in writing on September 3, 2002. I have called Ms Morelli today to notify her that arrangement must be made for paying the re-inspection fees on mechanical permit numbers M01-155, M01-156 and M01-157. She understands the purpose of the fees and agreed to take care of this. I also told Ms Morelli that she or her agent should pick up her field copies of the new permit cards when coming in to settle the mechanical re-inspection fees. October 3, 2002 Jodyne Graham J L Homes 14401 SE Petrovitsky Rd, #D205 Renton, WA 98058 Dear Ms. Graham: On September 5, 2002, the City of Tukwila was informed by Toni Morelli that your company is the contractor of record for three homes being built in Tukwila. These three permit numbers are as follows: D01-287 12223 47 Av S D01-288 12225 47 Av S D01-289 12227 47 Av S In order to keep our records current, we are requesting that you provide us with an updated application form, a copy of your contractor's license, and obtain a reprinted copy of the permit and conditions. I have enclosed three application forms. In addition, two of the above permits (D01-287 and D01-288) have un-issued revisions which need to be picked up and signed for. Our office hours are Monday through Friday, 8:30 a.m. — 5:00 p.m. If you have any questions, please contact me at the Permit Center at (206) 431-3684. Sincerely, a- Yitrano Kathryn A. Stetson Permit Technician encl City of Tukwila Department of Community Development Steve Lancaster, Director File: Permit File Nos.)D01-287i D01-288, D01-289 via Certified Mail 7001 2510 0000 1969 0531 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 ax Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA 98188 Phone: (206)431 -3670 Fax: (206)431 -3665 Tom Cleary From: Dave Larson Fax: 206- 835 -1199 Pages: CC: City of Tukwila Date: October 3, 2002 ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Here are the permits, contractor licenses and a memo from Toni Morelli regarding the three Peachtree projects in Tukwila. Please call me if you have any questions. 206/431 -3670 THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION 043 MEMORY TX TRANSMISSION RESULT REPORT ••••r ^. (OCT 03 '02 10 :01AM) TUKWILA DCD /PW (AUTO) TEL NO. PAGE RESULT 9 *- 8351199 10/10 OK ERRORS, 1) 'HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION Department of Community Development 6300 Southoenter Blvd., Ste 100 Tukwila, WA 98188 Photo: (206)431 -3670 Fax: (206)431-3665 To: Tom Cleary From: Dave Larson Fax* 206-835-1199 Pages: Phone: Re: CC: City of Tukwila Date: October 3, 2002 ❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle :tix Plata' vsts'`��4ss'Ja'.wt`.v.�.di�.;r: 5ai.1.W.iWtA1W imTP: SEP 05 '02 13:58 FR IMPORTS COSTCO 9/5/02 To: Stephania / Bob Benedicto Fr: Toni Morelli My office: 425 313 - 8622 My cell: 425 -351 -8599 Thank you, Toni Morelli 425 313 6041 TO 92064313665 P.01/02 Please see the attached letter confirming JL Homes as the new contractor. I need to have my name as the primary signer for the permits, as I need to act today, rather than tomorrow or Monday (my contractor, JL Homes, cannot come to your office until Monday). I cannot afford to waste another day. I am requesting copies of the permits, permit cards, plans, and everything necessary for the following projects: t;s DOl 288 D01289 I need to pick those up those copies today and schedule an inspection for Friday for the following: DOl 287, shear walls & roofing DOl 288, shear walls & roofing DO1289, shear walls & roofing *Can someone please call me to confirm that I can come pick up the copies of everything and also schedule the above inspections for tomorrow? 2 etrs 2o6 -N31 - 366 5 RECEIVED CITY OF TUKWILA SEP 0 5 2002 PERMIT CENTER • SEP 05 '02 13:58 FR IMPORTS COSTCO 9/ Hello Rich, Sincerely, Toni Morelli 425 313 6041 TO 92064313665 P.02/02 To: City of Tukwila / Dept. of Labor & Industries Fr:. Toni Morelli RE: New construction properties 12223, 12225, & 12227 47th Ave S Tukwila, Wa 98178 As we discussed on the phone, I have fired Peach Tree Development as my contractor for the 3 homes above. Peachtree is no longer my contractor, and I have hired JL Homes as my new contractor. The building permits are in my name, and work must resume immediately! Please lift the stop work order on the above mentioned properties Thank You for your urgent help in this matter. TJi. • SEP 05 ?0 02 114 / 7. C6-4 17 . ** TOTAL PAGE.02 ** December 20, 2001 Mr. Christopher Brooks 1728 157 Ave. NE Bellevue, WA 98008 RE: CORRECTION LETTER #2 Development Permit Application Number D01-287 Peachtree Development 12223 47 Ave S Dear Mr. Brooks: • If you have any questions, please contact me at (206) 431-3684. Sincerely, P( CLttipu Azfrinu Kathryn A. Stetson Permit Technician encl xc: File No. D01-287 City of Tukwila Department of Community Development Steve Lancaster, Director • The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or - other documentation, please submit four (4) copies of each document. In order to expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 • Fax: 206 • • • • • : „ .;,t • • This letter is to inform you of corrections that must be addressed before your building permit can be approved. All correction requests from each department must be addressed at-the same time and • • reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division, and Public Works Department have no comments. October 22, 2001 Christopher Brooks 1728 — 157th Avenue NE Bellevue, WA 98008 , Dear Mr. Brooks: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. DO1 -287 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number DO1 -287 Peachtree Development 12223 — 47th Avenue S • This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. 6�- 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Plzone: 206.431 -3670 • Fax: 206 - 431.3665 Steven M. Mullet, Mayor Revision No. Date I Received Staff i Initials I Date ''Starr Issued ! Initials 1 6 -// -o Z , JAS' I Summary of Revision: Ad i./ t e _...e _ _ - ... .. ice , ' i - . - = ' eceived By: Revision No. ' Date Received Staff Initials Date Issued l I Staff Initials I Summary of Revision: • Received By: Revision No. Date Received Staff Initials Date ! Staff Issued Initials I Summary of Revision: Received By: PROJECT NAME: qtr 9W PERM '� r ,,J0 : .. 1 )0/ - 0 2 ,7 Site Address: /.2.2.7.9 97' S - Original Issue Date: /9� Revision No. Summary of Revision: Revision No. Summary of Revision: Date Received Date Received REVISION LOG Staff Initials Staff Initials Received By: Received By: Date Issued Date Issued (please print) (please prim) (please print) (please print) please print Staff Initials Staff Initials ,,' 14.1214- = nut(,'43:7 ,, von �yT+;iM _ _ "41$4.7. .. mCp,""I' njik City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I\ I 2 2 Plan Check/Permit Number: p©t - 2 83 Co - h 3(0 El Response to Incomplete Letter # El Response to Correction Letter # Revision # / after Permit is Issued Project Name: Pc' di v C e Dive LO e.44.t Project Address:. 2. 1 -17 - 41A 11-ve Contact Person: C 'v vtS eti 13Uo o K S Summary of Revision: YVIGIGk J✓�G OCLo vvioorwa ex'C e-S9 V' Qv) 04 I ‘46..v% L C (0 , 7 - P - Phone Number: 20 (0 • 3 ?S - q I 53 � ✓ uvt otvatr -, veo I c Li vo✓v -t cVIV RECEIVEr CITY OF TUKWILA L PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: E,,. jr-g ® "ntered in Sierra on - 7 7, - L. 08/30/00 f- W. .J U? • U O W = w O ; • t o a • -a I w Z •r- o' z w w;. U N. ;O • : w w' • N - f- • • U i • O F • z o w I J F' ui u. D a z F. o ` z I- LL! lij C) H' Project Address: 12223 47 Av S v t O Q Contact Person:( ✓I *6tt/ PvvbkS Phone Number: 200 • 76. $ N9 i z co U — Summary of Revision: 0 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 112/02. 0 Response to Incomplete Letter # Response to Correction Letter # Revision # Project Name: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: after Permit is Issued Peachtree n01-287, 2 S 28ci the, c irat.a. efaso Con6VvarAt inel sta,b ari o v-446 4Irio✓` QF UKWILA JAN 022002 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J Entered in Sierra on / ---t:2 12/20/01 ufi6.�Bst2Y&:m4ikr¢:t;,F}d M -' Q t-- W . ry U o. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1/ • Response to Incomplete Letter # Response to Correction Letter # 1 • Revision # _ after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Pead'iTve c. -- Project Address: j2...2_2.3 iniA 5 • Contact Persoi '4V Phone Number: .71c, ^ Summary of Revision: pm/ bbot . atep . CDoitn4i"-- L • Project Name: Received at the City of Tukwila Permit Center by: E] Entered in Sierra on Plan Check /Permit Number: bol • 2 ? iK01- MECIIVED CITY OF TUKWILA NOV - 9 2001 PERMIT CENTCR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 U O { co 0. w I U) LL; w 0 g LL Q: rn • = Cy' Z Z 1— W w , cos U co; !O H• . w : H V' O: O I— + Z ri'„1 J?;W.": -: s: ..k.7.* �.tiR'3tF }�6'xn�lw Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I ! I d I ❑ Response to Incomplete Letter # E- Response to Correction Letter # / _ ❑ Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: DO I - 2 � — Project Name: Pearh v« D v e t Project Address: /2 2 2 Jo • /, Z& Contact Person: OA vl€40pheAZ Avook S Phone Number: (20(0) 7 S1 9 Summary of Revision: P*N VMWiC wo✓k5 cati4,14/1 Lc4C1/'• Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on C stes RECEIVED CITY OF TI ;xi!. Iv Q n , PERMIT CENTE13 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 piyGiNl :Ik,CrilvWw�;;vu' «nrr....! .�.„ LICENSE DETAIL INFORMiON Form Page 1 of 1 Current Filter: None Registration# or License JLHOM**9810C Name J L HOMES Address 14401 SE PETROVITSKY RD #D -205 Address City RENTON State WA Zip 98058 Phone Number 2069897929 Effective Date 9/3/2002 Expiration Date 9/3/2004 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UBI Number 602231257 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * https://wws2.wa.gov/lni/bbip/TF2Form.asp?License=JLHOM**9810C STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * **VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page 10/03/2002 .Sti'PSe•h'.0 .d. �wv.u'nn.wr +>Hrds uvwrerxva +pro }.vrACY.9V::iX'nS$4':f :i: +:��M ?;�.� iMr' , :b!Trg7t:.3tH1N..• re p a U UO : a N om , U) w.. W CO IL w u.¢ • a I- La I Z F.. I- O; Z !- w U o f = t w W ; irz L I 0 iii Z U C)). • ► 09/04/02 11 :57 FAX 2067846021 Department of Labor & Industries Contractor Registration Section PO Box 44450 Olympia WA 98504 -4450 TEMPORARY To From &ter -4: �' aoY RegisiR Hunt f — . �.r.. 4c, Registration number L fj b M REGISTRATION VERIFICATION . F6254)36-000 rcgictratian verification 12 -98 Kinka's Ballard Contractor: Your Certificate of Registration will be sent from the Olympia office and should be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration, r ipt txpitas (360) 902 -5226 FAX (360) 902-5228 Rcg► cxpiX 5 q ocj 7` .J Thank iaut CITY of TUK SET - 4 2002 PERMIT CENTER X001 1 DRAWN: T.E.S. I DCI NO: 01855 DATE: 11/6/01 •; t t�r It' nr wines ii fJ 0 Cl OF 1 SHEETS ' I A8 I I 3EVISIOI DESCRI 4 I 31va I i LONI 15' 5.5' 9.5' 15' 5.5' 9.5' 15' 5.5' 9.5' 0 0 0 1 • �i 10 l 16' 16' r GARAGE 3/4" WATER METERS — POTENTIAL DOWNSPOUT ANC FOOTING DRAIN STUB, TYP. STORM DRAIN SYSTEM DESIGN AND COORDINATION BY OTHERS. 1 BUILDING SETBACK LINE, TYP. ss 100.00' MIN .101M Nom GRAPHIC SCALE 0 6 10 20 ( IN FEET ) f inch = 10 ft. FILE COPY I understand that the Plan Check approvals are subject to cr: crs and on ons ant approval of plans does not autli: i,_e the ‘•:. . of any adopted cr•''e c ; of con- tractors , c; ;' C cv` • ��I �owiedged. . f p Date Permit Jo - SEPARATE PERMIT BRED FOR: [be CHANICAL [V ECTRICAL In HIV 3ING Plr . ∎S PIPING CITY OF TUKWILA 131.94E Di `"G DIVIZ'ON fEV S1ONS ts•rn TO Plisg 1,64. 100.00' S g • , — 100.00 _ 54' 54' S 9' 17' 24' E S 9' 17' 24" E SS TO LOT 35 40 LOT 35 NOTE: ALL SIDE SEWERS TO BE AT 2% MIN. SLOPE LOT 34 NW 1/4, SE 1/4, SEC 10, TWP 23 N, RGE 4 E, W.M. �— — 8.5' w 8.5' 10 F9. 24" E — 10' PRIVATE SEWER EASEMENT CASE WATER SERVICE LINE TO FIVE (5) FEET ON EITHER SIDE OF SEWER SERVICE LINE AT WATER /SEWER CROSSING. TO LOT 34 4" SIDE SEWER 6" CLEAN —OUT 6" 45' BEND 6" X 4" REDUCER 6" CLEAN OUT LOT 36 LOT 35 {_" �¢ SEE ENLARGED PLAN FOR CONNECTION DETAILS IN THIS AREA 6" WYE 30' 30' EXISTING EDGE OF ASPHALT MM. MEP EXIST. SS STUB STA. 13 +49.9 DEPTH AT LOT LINE = 5'± 10.57'± R/ R/W 5 SEWER SERVICE CONNECTION ENLARGED PLAN N.T.S. R/W I I I 6" X 4" REDUCER 22.5'± EX. ASPHALT R5' COMMON TRENCH 3/4" WATER METER 4" SIDE SEWER REMOVE STUB CAP AND INSTALL 6" TEST TEE 4 C 'Z- PV EXISTING 6" PVC SEWER STUB - 25' - d 32 LF± 6 PVC I I _ ! � N ' �I lit iI v ' 3/4" a WATER METER I I n N 31, LF± —i n I6 ";PVC A T 4; ' f c, 0 0 1 1 0 r I1 + 1 I R ! N g �; • I I :, I I i I I 1II 2 . I `' ' ' EXIST. SS STUB ..��+ STA. 12 +78 I ! DEPTH AT LOT I I LINE =S'± I I \ ill i. I + I I I[,: i I''I 1 I I } i _J CA i EXISTING Ee � TEMP. SITE BENCHMARK I SET PK NAIL IN ASPHALT (APPROX. LOCATION) ELEV. = 13.94 i R/W 1 W SS R I I 1 t These Om City sttadorth.4 OnziWtjous 101 h dadequ di:signer. Addi drawing; after and will require for E X. CONC. SIDE WALK - -- X EXIST. SSMH #1334 -5A STA. 13 +49.9, 2.5` LT. SYMBOL LEGEND e*FCe is' Worker will 12. F X. CONC. DRIVEWAY re rntre ton the Public rnnlKrabacr with currant nfie is salt`Ie t 1D etneft Mad 19163the rin6tiret d th 3 � de.k�c4 ��oas >0a the s to will void at occeptonee a tonittal of termed doming, 1.7 ///, // '/ j 1/ / r I X EX. CONC. SIDEWALK / ' 7 EXISTING FIRE HYDRANT ASSEMBLY. MAY REQUIRE RELOCATION IF THERE IS A CONFLICT WITH THE PROPOSED DRIVEWAY LOCATION. 0 CONNECTIONS TO BE MADE TO EXISTING STUB OUT. PROPOSED DESCRIPTION UNDERGROUND POWER WATER (SIZE AS NOTED) GAS SANITARY SEWER STORM STREET UGHT WATER METER FIRE HYDRANT SPOT ELEVATION DRAWING NOTES 1_ PLAN it* DRAWING PROVIDED TO DUNCANCSON COMPANY BY DESIGNS UNLIMITED INC. 2. DUNCANSON COMPANY INC- HAS NOT PERFORMED A SURVEY FOR _OTS 34. 35, & 36 OF ALLENTOWN ADDITION. DCI ACCEPTS NO uABIUTY FOR THE BOUNDARIES SHOWN FOR THESE LOTS. 3. STORM DRAINAGE CONNECTIONS SHOWN FOR POTENTIAL LOCATION ONLY. STORM DRAINAGE DESIGN IS BY OTHERS. DUNCANSON COMPANY, INC. ACCEPTS NO LIABILITY FOR THE STORM DRAINAGE FACILITIES DESIGNED FOR LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. 4. EXISTING SIDE SEWER STUBS AT STATIONS 13 +49.9 AND 12 +78 ARE TO BE USED TO SEWER LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. LOTS 3 & 35 ARE TO SHARE THE EXISTING STUB AT STA. 13 +49.9 WITH A SANITARY SEWER EASEMENT TO BE CONVEYED OVER LOT 34 FOR THE SIDE SEWER TO BENEFIT LOT 35. 5. EXISTING WATER MAIN IS TO BE WET TAPPED FOR EACH NEW BUILDING SITE ON LOTS 34, 35, & 36 OF ALLENTOWN ADDITION. WATER SERVICE LINES TO LOTS 35 AND 36 ARE TO BE LAID IN A COMMON TRENCH TO MINIMIZE THE OPEN CUT OF 47TH AVE. S. 6. LOTS 34, 35, & 36 OF ALLENTOWN ADDITION ARE WITHIN THE ALLENTOWN FLOOD PRONE AREA DESIGNATION. MINIMUM FINISHED FLOOR ELEVATION SHALL BE AT 11.4 FT. (NGVD 1929 DATUM); ONE FOOT ABOVE THE 100 —YR FLOOD /BASE FLOOD ELEVATION AS SPECIFIED BY CITY OF TUKWLA FLOOD ZONE ORDINANCE (ORDINANCE NO. 1462), AND CITY OF TUKWILA PUBLIC WORKS DEPARTMENT POLICY 2000 -01. 7. BUILDING SETBACK REQUIREMENTS REFLECTED ON THE PLAN ARE AS FOLLOWS: A. FRONT = 30 FT. B. SIDE = 5 FT. (ON BOTH SIDES) C. BACK = 10 FT. CONTACT INFORMATION DEVELOPER: ARCHITECT: CIVIL ENGINEER: LEGAL DESCRIPTIONS PEACH TREE DEVELOPMENTS 1728 157TH AVE. N.E. BELLEVUE, WA 98008 (206) 715 -8899 CONTACT: CHRIS BROOKS DESIGNS UNLIMITED, INC. 19613 81ST AVE. S., SUITE F KENT, WA 98032 (253) 872-2580 CONTACT: VERN DUNCANSON COMPAN", INC. 145 S.W. 155TH ST., SUITE 102 SEATTLE, WA 98166 (206) 244 -4141 CONTACT: JEFF DYE LOT 34 LOT 34, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. LOT 35 LOT 35, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. LOT 36 LOT 36, BLOCK 6 OF THE PLAT OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON, UNDER KING COUNTY RECORDING NO. 19060309380832. SITE INFORMATION LOT 34; TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.: LOT 35: TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.• LOT 36; TAX LOT NUMBER: SITE ADDRESS: TUKWILA FILE NO.: 12227 47TH AVE. S. TUKWILA, WA 98178 ' E.4 D01 -289 NOV 14 20 TUKWILA 31-IC WOF 12225 47TH AVE. S. TUKWILA, WA 98178 D01 -288 RECEIVED CITY OF TUKWILA NOV 0 9 2001 12223 47TH AVE. S. MIT CENTER TUKWILA, WA 98178 D01 -287 VERTICAL CONTROL ESTABLISHED BY GPS. BENCHMARK IS "HAFF" DISK MARKED "HORIZONTAL CONTROL DISK — HAFF 1990" SET IN CONCRETE MOUND AT THE NORTHEAST CORNER OF PARKING LOT OF THE KING COUNTY PUBLIC WORKS FACILITY IN RENTON. ELEV.= 337.37' CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE —CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 • LTR# DUNCANSON Company, Inc. 143 SW 155th Song. Smite 102 &taste, Washington 98166 Pray 206.244.4141 Far 206 244 4455 Co 0 0 In 0 W Op M W CL z r% Q N W ... 0 Q W L W N W Q W -J Q_ m Z 0 F- 0 D 0 F- z w J J N \TuKwILA\95675\ASBUILT\PHASE1\SHT16 12/19/47 16 44 RvS S.S.M.H. 334-5 STA. 9+98, 2 LT RIM EL-111.58 IE =104.40 8" PVC W IE =104.42 8 PVC E IE =104.28 8" PVC S S.S.M.H. #1334-5A STA. 13+49.9, 2.5 LT RIM EL..=113.80 IE =105.90 8" PVC N IE =105.79 8" PVC W (STUB) IE =105.88 8" PVC S & c_ z 0 0 0 0 ........ ......... ......... ......... ......... ......... o s o ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... CITY OF KING COUNTY PLAN AND PROFILE TUKWILA - WASHINGTON ALLENTOWN WATER & SEWER SYSTEM IMPROVEMENTS (PHASE 1) 0 ......... ......... ......... ......... ......... ......... UI UI ........ ......... ......... ......... ......... ......... —4 ......... ......... ......... ......... ......... ......... ST: 27' 1-11)PE S •RM: MiLVCRT . MATCH: LINE SEE SHEET 17 ...... • • . ......... ......... ......... ......... ......... ......... s: 122N: t. ......... ......... ......... ......... ......... ......... ......... '0 M 9 13 Z ;.--e -CA A) I1 1 z 0 2) UI ...... • • • ......... ......... ......... ........ • ......... ......... moo: arm 10" DI WATERMAIN 249.0 LF 8 PV - EWER PIPE _ (,4 STA. 1O+72 DEPTH=5" ts) z I 0 z to 0 m 0 § 2 0 'A No. REVISION DATE APPD Paved STA. 11+37 DEPTH-4.5 STA. 11+89 DEPTH=F STA 12+78 DEPTH=5" 4O7 STA. 13+99 DEPTH=5.5' 122NDIS_T. 1 _ Conc. w STA. 13+49.9, 2.5' LT 23 0 m m DATE:JUNE, 1996 1 H SCALE: r. 5' v DRAWN: R.L.O. DESIGNED: S.P.O. APPROVED: T.J.O. •••:1 rr co 0 co 0) CA • r < ` C) tol '15 - 0 0 1 T 0) NI 4, 0 HOPE_ S.S.U.H. /1334-5 STA. 9+98, 2" LT (SEE SHEET 4) I N i S ep TA..4 . 0+ 5 4 5 9 I o) C) *a) in i I . . MATCH LINE SEE SHEET 17 _ 249.3 LF 8" PVC SEWER PIPE STA. 10+83 _DEPTH=5.5" STA. 11+18 11+7 I l Stvpi I I STA. 13+2 COPC \ 0 0 I .1 Gritty ISLC61001 CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SI-ATTIE. WASHINGTON 08109 • (206) 2/14,Q419 aEagg888g FAN TESTED GFM • 0.25 Yrb. 50 iii 6 INCH 5 INCH (2) • INCH (2) 5 INCH f iiii9 U$fdUf ,o NO LIMIT] tit q - IaQUau. MINIMUM SMOOTH DIAMETER 4 INCH NO LIMrT1 1 NO LIMIT NO LIMIT ND UMIT 50 g8 100 I NO LIMIT I MAX!hU I LENST•+ FEET 10 uuuuuuuua MAXIMUM eLSOV1 5 F:\Archive\DWG\Multi Level \undr2000 \1254 \1?54- 1t.dwg Mon Aug 13 13:54.0/ 2001 T'r1 C3 rn N s c g d -4 g ggc o 8 ; _ !Mi 4: Awst 1;/i ! gigNisitgigpe V3C4 1 19 1 5 /00-11 ; t) 11 Pc A IP !_. :11 pir off' P 1g/1P 4i , ! 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TOP •4 VERT. • Ib' O. FRAMING, AND FOUNDATION DIMENSION Z- FLASHING, WOOD TRIM OPTIONAL z z (2) •4 BAR 2 - CONT. TOP X I 0 FRAMING, AND FOUNDATION DIMENSION �C. Z x I O In TIGHT LINE STORM DRAIN IF REQUIRED (I) *4 BAR CONT. TOP PERF. t FDN_ DRAIN U I `f� I -,a R161DIFLSLLATION s• " ° t om. _ (2) s4 GOW T. BOTTOM SEE PLANS 2x4 5T%OS • de O.G_ R-p BATT. ReLL.AT10W PAGE STAPLE • MALI.. L. 4' CONC. 5LA5 Of „._16 MIL_ VAPOR BARB ER 0/ 4' SRANULAR FILL FI7N. / PORGt4 SLA �A 2X4 STUDS AT Ib' O.G. FINISH PER ELEVATION 0/ 15 LB. BLD6. PAPER OR AIR INFILTRATION BARRIER a " - j 0/ SHEATHING, PER PLAN v � • DRAIN 6 11 i. 1 • DRAIN e./44%• ° 1 SCALE I• ■ 1' -0' 2X4 P.T. SILL PLATE W/ I/2' m x 10' ANCHOR BOLTS PER SHEAR WALL SCHEDULE l• 48 O.G. ELSErRE) t 12' MAX FROM DVS r MIN. EMBED -ENT 4' CONC. SLAB 0/ 6 MIL. VAPOR BARRIER 0/ 4' 6RANULAR FILL 14 VERT. to 16" O.G. (2) 11 4 CONT. BOTTOM SCALE : I " = 1' -0' ) TYPICAL GARAGE END. 2X STUDS • 16' O.G. 0/ R -I3 BATT INlSUL. • 2X4 STUDS R -14 BATT INSUL. • 2X6 STUDS 2 X 4 P.T. SILL PLATE W/ I/2' Q X 10" ANCHOR BOLTS PER SHEAR WALL SCHEDULE (• 48" 0L. E..SEPI1ERE) 4 12' MAX. FROM ENDS T' MIN. EMBEDMENT 4' GONG. SLAB 0/ 6 MIL. VAPOR BARRIER 0/ 4" G,RANULAdR FILL • =t y D j 44 VERT. • 16" O.G. (2) *4 CONT. BOTTOM 3 FDN. /INSULTED SLAB/NT 2 '-0" MIN. R -10 RISID 11151)LATION SCALE I" • 1' -0' 1 1" RAP4N6 AID FOCI DATIOM Di OH 2x STUDS • 16' OrG. -O' *4 y- R-I0 R.61 tNSJ AT.0N O ° • r 4` b{ ! r4 / 2 x 4 PT SILL. PLATE PER SC.HEDU E TS to 46' OL EL.SD'MERE) 4 12' MAX PROM ENDS T WI_ EMBEDMENT 4' CONC. 'SLAB 0/ ri 6 MIL- VAPOR BARRIER 0/ 4' 6RANJL.AR FILL • s • . 1 •4 VERT. • 16' O.G. r (2) *4 CONT. BOTTOM SCALE : 1' • I' -0' 74; ; STEM ILL /I NSUL . SLAB 5TUB OUT *4 BAR, 24' • 18" O.G. 511.5 OUT •4 BAR, 24' • lb' OIG I! l N L FLOOR CRICKET TYPICAL .. - 0' CONTINUOS FOOTING I I b 4" CONC. SLAB WITH 6x6 •1 W.M.M. OVER 6 MIL V. OVER 4' GRAN. FILL. SLOPE I /4" PER ILO" TO O.H. DOORS / 2 3x_ MW SILL REQUIRED HERE '1► FOUN:2 140TE5 I. MITTEN DIM ENSiONS TAKE P ONtlt SGAL V DIIMENS1ONS. 2. ALL R'OOTN S TO HAVE A Mf•MUM DEPTH OF O BELr0r1 FINIS GRADE S. STEP FOUNDATIONS PER silt GOIDmoNS 4. ALL CONCRETE FOOTtN6S TO REST ON M ON UDtSTUR8FD EARTW MTh MiNII4 -4 2,000 PSr BEARING PRESSURE REFER TO SOILS REPORT Fib! REQUIREDD) 5. ALL wI000 IN CONTACT WITN CONCRETE OR MASONRY OR EXPOSED TO EARTH OR WEATHER TO OE PRESSURE TREATED. 6. VERIFY ALL DIMENSIONS AND FII•1D CONDITIONS. T. PROVIDE TEMPORARY BRACING AS REWIRED. UNTIL ALL PERMANENT CONNECTIONS AED STIFFENING, HAVE BEEN INSTALLED. b. PROVIDE DOUBLE LVL/JO1ST OR BLOCKING, AT PARTITONS ABOVE. �I. PROVIDE 15'x7' FOUNDATION VENTS MITH I/4' CORROSION RESISTANT WIRE MESH AS REQUIRED PER CODE. 10. • DENOTES BEARING, POINT IN 2X4 POW' riALL, PROVIDE MIN. (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED OTHERWISE. II. CRAWL SPACE TO BE A MINIMUM OF I8' BELOW FLOOR -JOIST AND 12' BELOW BEAMS OR CARDERS WITH MIN. 6 MIL BLACK VAPOR BARRIER GROUND COVER LAPPED 12' AT SEAMS AND EXTENDED LP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO BE 4xIO *OF (SEE SHEET 1 FOR LUMBER STRENGTH VALUES)- UNLESS NOTED OTHERWISE. IS. ALL POSTS TO BE 4x4 (4x6 AT CEAM SPLICES) TYPICAL UNLESS NOTED OTHERWISE. TYP • ISOLATED BEAM RUNTS. 14. ALL ISOLATED SPREAD FOOTINGS TO OE 24"x24 "x10" THICK WITH (2) •4 BARS BOTTOM EACH WAY, UNLESS NOTED OTHERWISE. 15. AT ALL CORNER LOCATIONS PLACE STHD HOLD DOWN SO THAT CE. OF HOLDOYW IS 5' IN FROM CORNER TYPICAL. lb. AT ALL WINDOW LOCATIONS PLACE STHD HOLDOYW 50 THAT a. OF HOLDOWN IS I I/2 OUT FROM ED8E OF OPENING TYPICAL ALLOW 1 I /2' TO STRAP CE. FROM DOOR ROUGH OPENING, I*+ICH IS 2 1/2' FROM, DOOR EDGE ON PLANS THIS ALLOWS 1" FOR DOOR FRAME. I'I. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 2 "x2'x5/Ib' PLATE PIASHERS. U.B.C. 1806.6.1. FOOTING SGi-fEDULE SO' 24' DIAMETER X 10' THICK CONCRETE FOOTING WITH (2) *4 BARS EACH WAY 0 Q 90' DIAMETER X 12" THICK SCONCRETE FOOTING, WITH (3) *4 BARS EACH WAY. RECEIVED.. CT( OF TUB PN p 2?AZ PEROT CENTER C, ARROAD JAN' 7 2 1102 , �c1M CORRECT y I,TR# Z DRAFTER: VER DATE 12 -5I-01 PILE 0 OOIO6OGS PRO.J •: O01060C.5 DOS -2 MAIN FLOOR 440 S.F. UPPER MOOR 164 SP. TOTAL FINISHED AREA 1154 SP. GARAGE 266 S.F. 0 i O U SCALE b 5TU5 OUT •4 BAR 24' • lb' O.G. aF 4 -2 s- s S'UB OUT 114 BAR 24'•4'046. J 6' -8` SLAB ON 6 4' GONG. SLAB WITH bx6 •I W.M.M. OVER 6 ML VD. OVER 1`4' GRAN. FILL. SLOPE I/4' PER I' -0" TO O.M. DOORS r-F O R CRJCKET TYPICAL 4 GONTINUOS FOOT'IN6 15' -O" aF I' O ' -5" iff@undnIcirni plian I /4" • l' -0' 5x_ MUD SILL REQUIRE E) HERE ire It FOUNDATION VENT GALLS. 4 S.FJ ISO • 3.2'1 S.F. FEN. VENT REGD. 105 /144 x .15 • .541 5.F. PER VENT. S.21 5r. I .54'1 ■ 6 FEN. VENTS READ. FOUNDATION NOTES L MrCTTD4 DIHNDOl04fa •••E PRECEDENCE OVER S ALtD OlNaD•CRES 2- ALL PO "NOS 7 0 HAVE A DE'* OF lb' Sn.ao, r!!!•m iRADNI` 9. 91ET Fp6DATIONS PER SOT GONO'T10NS 4. ALL CONCRETE FOOTINbb TO REST ON FIRM UNDISTURBED EARTH Y•TH MR o4U14 2000 P'SF BEAR1N6 PRES6LRE METER TO SOILS REPORT r•es REGVIRED) 5. ALL. Y4000 IN CONTACT !'ITN CONCRETE OR MASONRY OR EXPoSCD To EARTHT OR HEATHER TO DE PRES uRE TREATED. 6 VERIFY AL_ DIMENSIONS AND FIELD CONDITIONS 1. PROVIDE 1154E RARY BRAGIN6 AS REGY)IRED. UNTIL ALL PERMlA ENT GONKGTIONS AND STIFFENNG HAVE MEN IILSTALLED. 6. PROVIDE DOLOL E LVLJJ0$5T OR BLOCKJN6 AT PARTITIONS A90VE. PROVIDE I5Sc'7 FOMDATION VENT'S MOTH 1/4' CORROSION RE515TANT WIRE MESH AS REQUIRED PER GODS. 10. • DEND'TE5 5EARJN6 POINT IN 2X4 PONY WALL, PROVIDE MIN_ (2) 2x4 STUDS • INDICATED POINT UNLESS NOTED OTFEIRYWSE. II. CRAWL SPACE TO DE A MINIMUM OF Id' VELOW FLOOR J015T Alm 12' BELOW EEAMS OR 61R1213ZS WTH MILL 6 MIL BLACK VAPOR BARRIER GROUND DOVER LAPPED IT AT SEAMS AND EXTENDED LP FOUNDATION WALL TO SILL PLATE TYPICAL. 12. ALL BEAMS TO BE 4x10 1117E (5J5= SHEET I FOR LUMBER SIRE N6TH VALUES) UNLESS NOTED OTHERWISE. IS. ALL POSTS TO BE 4x4 (4x6 AT SEAM SPLICES) TYPICAL UNLESS NOTED OTHERWISE. TYP • ISOLATED BEAM RUNS. 14. ALL ISOLATED 'SPREAD FOOTINGS TO BE 24 "x24'xIO' THICK WITH (2) 114 BARS EOTTOM EACH WA's, UNLESS NOTED OTH ERJN15E. 15. AT Al CORNER LOCATIONS PLACE 5THD HOLD DOYW 50 THAT Qc. OF MOLDOYW IS S' IN PROM CORNER TYPICAL. 16. AT ALL WINDOW LOCATION, PLACE STHD HOLDOYW 50 THAT 4 OF sou I i/2 OUT FROM ED6E OF OPENING TYPICAL ALLOW I I/2' TO STRAP ac FROM DOOR ROU614 OPENINS INHICM 15 2 I/2' FROM, DOOR EDGE ON PLANS, THIS ALLOWS I' FOR DOOR FRAME. I1. FOUNDATION ANCHOR BOLTS REQUIRE A MINIMUM OF 2'x2'x5/16' PLATE PlASHERS. U.B.C. I5O6.6.I. FOOTING SCHEDULE O 24' DIAMETER X 10' THICK CONCRETE FOOTING WITH (2) *4 BARS EACH WAY. 50' DIAMETER X 12' THICK 9CONCRETE FOOTING WITH (5) *4 BARS EACH WAY SECS SHCAG°3 n ALLY, HOLD DOW nM 1 SCHEDULES S OON SHEET C IF STORAGE BEYOND 11' -5 I - I 2466 ' 7 G 110V SD / mi i ! b - ',- + r _ WHOLE a FAN!, n I� ^ R V.T.O. J CARPET , 15' -O" e' -5" R. 4' - 1/2" SEE NOTE 11 21 -' -SEE NOTE *22 USE 5/6' TYPE 'X' 6YP. BD. AT ALL 6ARASE WALLS AND GEILINSS. WRAP ALL POSTS AND BEAMS. WIN TJI'S ARE USED, USE (2) LAYERS TYPE 'X' 6YP. BD. AT GELLING. pan • HO Vien SCALE I/4' • I' -0' 440 St. 6A .A6E 256 S.F. SQUARE EOOTAf7E SUMMARY D PIS77. , hr MAIN FLOOR FjtAMINb NOTES L 01 DIMBerONS TAKE PRECEDENCE OVER SCALDED D64156.0•45 PLATE Mew 6-o• TI45 FLOOR J4.E36 N 7TED OTHQJMlSE 5. ALL HEADERS TO BE 4.110. Dt. *2 04.226 OTHERRWSE NOS. GGECK. PLAN. EGLAVAL154T PARALL/W BEAM MAY BE 5LOS'TTLJTED IN PLACE Or BEAMS • HMS 4 - BOTTOM OF PIADOIS TO BE 6' -0' This FLOOR U14JES6 NOTED OT ERVI•JE. B. ALL ExTISRJOR Y{/1i.L'S 2,c4 ('TFI R-15 INFLATION LiLE96 NOTED OTHERVO'SE. 6. ALL 1' AMA NAILING TO SATMSPY CHAPTER 25 UB.G BLOCK ALL PLYWOOD EDGES AND NAIL WETH 100 AT 6' 0L. TYPICAL ALL EXT. WALLS. 1. PROVIDE DOUBLE ,JOISTS OR BLOCKING MERE eAR'TTT CNS OCCUR f413OVE- 6. PROVIDE SOLID BLOGI0N6 OVER SUPPORT'S. M. FIRE BI OCICINS AT ALL PLO -E1946 PEYETRATIONS 10. ALL STORAGE Alm EPAGES LINDER STA}RGASES TO BE FINISHED WITH 5/e' TYPE 'X' 6YPSUM BOARD. I. • DENOTES SOLID WARMS UNDER CONCENTRATED LOADS USE (2) 2m6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS UNLESS NOTED OTHERWISE. 12. FINISH ALL CCILINIS WITH 5/e' 6'IT51.111 BOARD. 15. AT 6ARA6E USE 5/6' TYPE 'X' 6YP. BD. AT ALL COMMON LMN6 WALLS/ TWO LAYERS • GEILIN65 BOR'DERJNG LIVING AREAS AND WHERE FRAMING IS 6REAT151 THAN 16' O.C. WRAP ALL POSTS AND BEAMS. 14. PROVIDE 26 -6Au6e 6ALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. rTYPJ LAP BUILDING PAPEIR OVER- 15. MOLD SIDING 6' ABOVE FINISHED GRADE, TYPICAL. 16. WINDOWS SPECIFIED ARE MF6R BY SUMMIT OR EQUAL. U ■ PER SCHEDULE CONTRACTOR TO VERIFY ALL ROUGH OPENIN6 . 11. FASTEN 14.LTI -LAM 2X BEAMS PER UB G. STANDARDS, CHAPTER 25-I, TYPICAL IS. HANGERS AT POSITIVE GOMECT1ONb TO BE SIMPSON OR EG1UAL 14. C.EILIN6 JOISTS TO BE 2x6 AT 24' OL, TYPICAL U.N.O., PLAN SHOWS JOIST DIRECTION. 20. ALL VOIDS TO BE FIRE/DRAPT BLOCKED PER U.B.C. 'SECTION 106. 21. INSTALL WATER HEATER PER 1161 NAEGA, SEE SHEET I. PROTECT FROM IMPACT PER 1441 UMC 504 AND 906.1. 22. FURNACE TO BE PLACED 15' ABV. FLOOR ON I HOUR FURNACE PLATFORM W/ (2) 5/4' LAYERS PLYWOOD. PROTECT FROM IMPACT PER 144 UMC 904. 25. DOOR BETWEEN HOUSE AND 60!062 TO BE 20 MIN RATED, SOLID GORE, T16HT FITT1N6, WITH SELF CLOSURE 24. INSTALL DIR. VENT FRPL. PER TERMS OF LISTING AND MF6RS SPECS. PER SECTION 5102. 25. PROVIDE GONT. HANDRAIL AT STAIRS A MIN OF I I/2' FROM WALL. REFER TO DETAIL 6 ON SHJ2T NO. 6. 26. STRAP THE WATER HEATERS AT POINTS WITH IN THE UPPER I/5 AND LOVER I/9 OF ITS VERTICAL DIMENSION. LOVER POINT SMALL BE MINIMUM 4' ABOVE CONTROLS 21. INHERE SHEAR WALL VALUES EXCEED 550 PL.F. FRAMING MEMBERS AND SILL PLATES AT AEUTTIN6 PANELS SHALL NOT DE LESS THAN A SINSL2 5X 14R U.B.C. TABLE 25- 2- II -I -I. 26. - DENOTES STRAP HOLD DOWN LOCATION • DENOTES BOLTED HOLD DOMW LOCATION 24. la • LOCATIONS OF FLOOR REGISTERS 90. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. 51. TL/DS AND SHOVETRS9 • FIRE DLOCKIN6 DETVEEN 571D9. • LIMIT SHOVER FLOW TO S 6P.M. • WATERPROOF MAUL TO WITHIN 10' ABOVE DRAIN INLET. • ALL 6LAZIN6 VLITHIN 10' ABOVE DRAIN INLET TO BE SAFETY SLAGS. • NO VAPOR BARRIO! BEHIND GYPSUM BD. M. AT ALL CORNER LOCATIONS, PLAGE STHD HOLDDO••• 50 THAT G. OF HOLDD0PI9 IS 9' IN FROM CORNER, TYPICAL. Os. AT ALL W NDOW LOCATIONS, PLACE STHD HOLDDOVW SO THAT OF HOLDDOY 4 IS 1 -I/2 OUT FROM WOE OF OPEN**, T. ALLOW I -I/2' TO STRAP 4. FROM POOR ROUSH OPENING WHICH IS 2 -1/2' FROM DOOR EDGE ON PLANS. THIS ALIOMe 1' FOR DOOR PRAM. SEE S1[ Q[ Wn ALL SCHEDULES ULES ON SHEET F10 DO 'WER1 RECEIVED CITY OF TUKWILA SEP 0 6 2001 PERMIT CENTER VER CAI DATE. 06/02/100 FILE R 001060 PROJJ 0, 4 A Rb I [. ®'. al ii It I ik h 9 t 111 • • O Y 1 1 � NPR • 14.2' O. 45' TJI -Pro 250 HDR , PL 2 ffU©©cr ifaU�iU �ng kilrii I /4' • 1 -0' FRAMING NOTES L P'RtTTE• O 14154 10145 TAKE PRECEDENCE OVER SCALED D•'O11510045 2- PLATE HST e.-?' /NS ROOM 042E6 NOTED 0114151111•11E 9- ALL HEADERS TO BE 4410. DP. •2 U t " 6 OTHERMBE NOTED. CAECA ELATE EOJIVALENT PARALLAM BEAM MAN' OE 'fte6TTIVTrD M PLACE OF BEAMS R HERS 4. BOTTOM OF HEADE!'f TO BE 6' -0' THIS ROOK UNLESS NOTED OTNERIVW_ 3. ALL EXTERIOR F4 244 M,TN R -I5 INL.•LR.ATION .J14-E56 NOTED 6. ALL *RAME NAILING TO SATISPY CHAPTER 25 U.B.C. BLOCK ALL PLYWOOD EDGES AJ O NAIL WITH I0d AT 6' 0L. TYPICAL ALL EXT. MALLS. "7. PROVIDE DOUBLE JOISTS OR BLACKING PPERE PARTITIOPB OCCUR ABOVE_ b. PROVIDE SOUP BLACKING OVER SUPPORT'S. 4. FIRE BLACKING AT ALL PLUN481NN 6 PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/0" TYPE 'X' 6YPSUM BOARD II. • DENO'TE'S SOLID BARING UNDER CONCENTRATED LOADS 65E (2) 2x6 AT 6' WALLS. USE (2) 2x4 AT 4' WALLS UNLESS NOTED OT1 lRRYU5E. 12. FINISH ALL CEILINGS MOTH 5/0' GYPSUM BOARD. 15. AT GARAGE USE 5/0' TYPE 'X' 6YP. BD. AT ALL C.0+iO1.4 LIVING WALLS/ TWO LAYERS • CEILINGS BORDERING L IVIN6 AREAS AND WHERE FRAMING IS 6REATER THAN 16' 0L. WRAP ALL POSTS AND BEAM5. 14. FASTEN MULTI -LAM 2X RAMS PER UB.C. STANDARDS, CHAPTER 25-1, TYPICAL 15. HANSER5 AT POSITIVE CCO*ECT10N5 TO BE 5IMPSON OR EQUAL 16. ALL. VOIDS TO BE FIRE/DRAFT BLOCKED iPER UDC. SECTION 1O6. rT. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF f I/2' FROM WALT_, REFER TO DETAIL 6 ON SHEET NO. 6. lb. LZJ• LOCATIONS OF FLOOR RESISTERS I. UPPER FLOOR FRAMING TO BE 2x10 HF 42 FLOOR JOISTS • 16" OL., TYPICAL UNLESS NOTED OTHERWISE, PLAN SHOWS DIRECTION. SEE SHCSM Mz LL c HOLD o 4 W SCHEDULES S OO H SHEET CO 0 5ALE , I /4O I'-0" 15 -0' pwr talgur II toe r� t IA ti► ITT 164 5?. (UPPER FLOOR MAMINa NOTE1, L INRITIEN DOIENINCINS TAKE PRECEDENCE OVER SCALED DRMIDEMOL4 2. PLATE Wider TO O'-+• Ines FLOOR LKL'J6 OTNERIPOSIE NOS 9. ALL HEADERS TO BE 4410 DP. •2,6 OTHDbF•SE NOTED. 4. BOTTOM OF HE/1DElS TO BE 6' -0' THIS FLOOR U1LG96 OTNERPOSE NOTED ALL EXTERIOR MALLS 244 MATH R-l5 INSULATION U NLES6 OTHERPIISE NOTED 6. ALL PRAMS RAW,* TO SAT1SPY CHAPTER 29 U.B.C. . BLOCK ALL •LYM100D E7des AND NAIL WITH IOd AT 6' OL. TYPICAL ALL EXT. MALLS. ?. PROVIDE DOU,ta.E JOISTS OR SOLID BL OC.KIN6 OVER SUPPORTS. O. FIRE BLOCKING AT ALL PLUMBINS iPECTRATIpe. 4. ALL STORAGE NO SPACES L 1DElR 5TAI*GAses TO BE FINISHED WITH 5/0' TYPE 'X' GYPSUM BOARD. 10. • DENOTES SOLID BF-MUMS UNDER CONCENTRATED LOADS. USE (2) 2x4 Al' 4' WALLS UNLESS OTHERWISE NOTED. H. ?MISS ALL CEILINGS WITH 5/6' OYPSUM BOARD. 12. PROVIDE 26-6/ I6E 6ALVANIZED SHEET METAL FL/SHMN6 ABOVE WINDOWS AND DOORS. ('T`I'P) LAP BUILDING PAPER OVER. 15. WINDOWS SPECIFIED ARE M BY, 15 »44IT OR ! JAL.. U • PER SCHEDULE CONTRACTOR TO VERMY ALL ROUGH OPENING. 14. FASTEN MULTI -LAM 2x BEAMS PER U.B.G. STANDARD'S, CHAPTER 25 -1, TYPICAL E. CEILING JOISTS TO BE 2x6 AT 24" OL., TYPICAL U.NA., PLAN SHOYe JOIST DIRECTION 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER UBL. SECTION 106. I1. ALL TUBS A10 SHOWERS, • FIRE BLOCKING BETWEEN WRVS. • LIMIT SHOVER FLOW TO 5 6P.M. • WATERPROOF WALL, TO WITHIN 10' ABOVE DRAIN INLET. • ALL 6LAZIN6 WITHIN 10' ABOVE DRAIN INLET TO BE 5APETY SLAW. • NO VAPOR BARRIER BEHIND 6YP. BD. lb. ALL SMOKE DETECTORS TOR 110 VOLT WITH BATTERY BACK -LP, INTERCONNECTED. W. PROVIDE CONT. HANDRAIL AT STAIR'S A MIN OF I I/2" FROM WALL, REFER TO DETAIL 6 ON SHEET NO. 6. 20. FOR SHEAR WALLS WITH GREATER THAN 550 PLf, FRAMIN6 49 AND SILL PLATES AT ABUTTING PAt 5 SHALL. NOT BE LESSB THAN A SINGLE 5X MEMBER. U.S.C. TABLE 25- 2- 11 -1-1. 21. HANGERS AT POSITIVE CONNECTION TO BE SIMPSON OR EQUAL. . - DENOTES STRAP HOLD DOWN LOCATION • DENOTES BOLTED HOLD DOWN LOCATION 25. m • LOCATION OF FLOOR REGISTERS .b()4 CITY OF U SEP 06 2001 PERMIT CENTER SEE SHC QRWQLL HOLD DOWN SCHEDULES ON SHEET ele vet GA1 DATE, 06/02/00 rill 001060 D: \ Projects100\001060\001060.dwg Mon Jun 12 08:49: 22 2000 090100 '• Mild 000100 w Tld 0020/90 'ava IV'> liGA c ;, ^ C • L ` -4 a C C CO Z - GI r m Z D C!] I J V' MOO ©© W TOUMUMNS 133.1.N30 .1.1141:13d 100Z 9 0 d3S VIIM)Inl 30 A110 a3A1373N '61Faiaalnl7aa 914I7Y219 9Gna1 714172.16 2arnoN1 71 ctirtamooNa 9511211 '6N0LL73d6NI lY 3116 gor att. NO 20 T1VH6 911.6,411700 CG AOtiddY .LLl7 '.NO1.1.72d6NI 94.4I4 01 2101/4.1. T/AOaddY GNV 1.611A210210.1 1■171d4O 94la'71n0 2141 Ol 30 N2141. 114M 61142+•1700 Cl2AOaldeh'- IGGINl9N2 3141 '91412"1100 ail .1O 14916261 2141 AIM 1V242 NI 2611 al. 041Od aAVH Jail 1Y141 6116314702 au. 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"7O .9 - P9 CONN '7O .9 - Pal NQNIti 914121120 2141 /110 NON) 'rN4 orus xZ (11YM Ol t iv->rr7 1a4�aad 16407" 2100'1-4 �1VM ' aNtlo� ® Th'M 21v;HS I 1 16400 riI21 261' o 90■44.14 dY'1 . 0- .1• a+vd2104• 62104 236 914111114 r.91tKdYIG 1v1V0Z121014 t 671/14 W 46 7Y71■.1 2110ai Mag .0-. ►< N - w'71 210-4 - 70 .CG • (406•1416) ''G'V T410.r 01 -19100 2■01714 940110 - 70 .9 - POI ONr11 26..V1.1 - w 101a M161 SCALE w T 1 16,12 1 ff I /4' • I'-O• ELEVATION NOTES I. PROVIDE CONTINUOUS METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER UB.G. SECTION I5055 TYPICAL. 5. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHIN6 AT ALL ROOF PENETRATIONS INCLUDING GHIMI•EYS. 4. RIPER TO SECTION 51O5 U .C. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE I'EATHER- 5TRJPPI146 AT ALL DOORS AND YVINDOY'l5. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. 6. BRICK TO BE SUPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD FRAMIN6. T. FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIMUM OF 5 FEET. b. POST APPROVED NUMEER5 OR ADDRESS ON THE DWELLING. ADDRL'S6 SHALL 9E PLAINLY VISIBLE AND LEGIBLE FROM THE STREET !RONTIN6 THE DWELLING. t O©r o Q I /4' • I'-O' , T0_ PLATE T O 5LE FLOOR — T.O. PLATE - .0. SUB FLOOR 1 16d2 1 rl I L 1i J T.O. PLATE T.O. SUB FLOOR T.O. PLATE 2X10 TRIM 2X4 TRIM 6' LAP SIDING dJ TO. SUB FLOOR ' O 11®ffia SCALE SCALE. I • 1'-O• BRACKET DETAIL 0 1/4• • I' -0' I + I r 1 I — I L 1 J 1 IMAAKE SC** 2300 TRIM 2X4 TRIM b' LAP SIDING i GVTY Of WOO APPROYLD JAN 1 7 2 " p NotcI DID G DIV1S1ON CITY RECEIVED SEP 06 2001 PERMIT CENTER VCR CAI DAM 06!02/00 PILE IN 001060_0 PPOJ . 0010.0 MNN� � t a } k AL i^ I i t i. 24 L. T AL In . 6LAZIN6 SC}EDUL.E - PLAN I254A/1 LOIGATIOlt 1•NNt moon. PRAme + M�. • M1 N 0..54 ',der ..ewt - C650 vim, ' �� I e 4 OC ',3 CO , yam • '3 d - ----t- 5,.....,t bb _0 - I very . I 10D • .lr .r .' 5...s 0650 -- Awl' ' ► I su•r•" - Et Ivry; I ---- 665C t b5C vim. I 1 2 . 3 ..0 b _- I b '- 4 0 2 4 r ' 1 t b CO -1- 4100 32. - 1 • ► sc =►virs • Gl•r virsa csPrl -4- moots, lied Victor •+ t 5u-'t 8650 T � F i do- Sv.*wt 8 650 -x-- rs I r! � �e^-: i ' f 1 o•droc'r r s w Sur 8650 urns: 4 00 4.0 - .6 s FINDO M TOTAL 1 j - I166.02 - .ATp EIIA/iP. !'IODCL .frJ.0 NO. T�/"1 M NRJ► I'+o' __ 500; _ wood � C : 0.00 O -OO _O .:.>.; . loom TOTAL I o t= o.,00 (SICYLI6+rS LOCATION j P4'hifi mom. PRAmr !nor S it A'3O alunJtb �L.I614T TOTAL - I _ I r6LAZIN6 fl SUMMARY [total fln!5ea ciao • Vota I q Jaz inq total .a. of glazlna avg. N -111x1 1 j i 41.15 I ( ► 14.b9 R j 0.440 --j EXHAUST VENTILATION SYSTEM p source specific. exhaust re ^t; t 035 - G5 o - dorper j 58.520 83. cfr' - setting YWOLE SOUSE EXHAUST VENTILATION SYSTEM sees CHECKLIST TAELE 6-2 R ELECTI G_RESI STANCE CHAPTER 6 PRESCRIPTIVE tlon number ln Max laza allowed % Pro osed iaz 5E5 Max. glazing u -value allowed Pr osed glazing_ u -value Max. door u- valueallowed Proposed door u - value • I2S4 SP. 166.02 Sr. Combined use of source spec!fic on as indicated above. Fans Indicated above as being 'W.H.' (Wlo'e House), are to be connected to an OTHER FUELS ' )( 1 ( CHAPTER 5 TRADE -OFF X Proposed insulation: WA Vaulte ceil ings R -30 WA Flat callings/attics R - 38 7 -J 1.00 Exterior walls - R -I3 j WA House /aarage or comm walls R -'3 1.000 Floors over unheated spaces_ _ R -Iq_ WA Slob per mater 1 WA 0.390 Ducts in unheated spaces R - 8 II b .00 b b' I 4C 02 kb 00 2 O 3.00 .o 00 b ^ O - 5 00 3C ?C INTO ! - w ` 14_ _ AREA 0 - - 0.00 0.00 C a� ( I 0.00 - - - LOCATION MIN. MIANfi. - MOD. erN- _gaps - �'R•4 j- T ikti. some Bath 50 cf!* nutonelaq gt80 62 cfm 80 1 cf r no n/a Bath *2 50 am nutone /ec gteo �62 cfm 1 80 cPm I no rid Kitchen 50 cfm nutone /eel gtBC 62 - cfm - I bo j cfm I nc n/o , Powder 100 cfm nutone /eq gt150 115 ' _cfm_ 150 cfm 1.5 Laundru � 50 cfm nute+ne /ec e1t80 62 cfm 80 cfm ; no n/o approved 24 M 2X4 ALL Aar-A "OAA _ OAR _ 'FL C V-VM TIDY 2 ..+Q I _ L/2• 1 t o 0 otr V2' ro 036 aIr V2' t ro o 440 b 4 - +- ter V2' ro 0. 440 or V2' ro O 440 2b4 '~ - _ i 0 440 �' -'6615 - --i V2' - - ro O - 4°OTlS 68 ar V2' i no O 4 ' "E.. hour timer. II.15 I T .AE, AMR -_ T LC _ t/-VAL TOT or 316' r no 045 0 000 t I 6AS AIR FL E L -UAL TOT ! air 112' N•LO 060 O CC 1 1 ; OGO I T.O. SUB FLOOR - -- - •! O PLATE O. PLATE T.O. SUB FLOOR ROOF CONSTRUCTION • CEDAR SHAKES • 5O• FELT INTERWOVEN • SOLID SHEATHING • RAFTERS/TRIJSSESKEILIN6 JOISTS PER PLAN • R-S8 BATT OR BLOWN -IN INSULATION MIN. • 8A S FEAT • 5/8' GYPSUM WALL BOARD • CEILING WALL CONSTRUCTION • SIDING PER ELEVATIONS • I50 BUILDING PAPER • I/2' GDX PLYY'IOOD SHEATHING (OR EQUAL) • 2x6 STUDS AT 16' O.G. • R -14 BATT INSULATION WITH VB. FACE STAPLED. FLOOR CONSTRUCTION • FINISH FLOOR PER PLANS • 5/4' TIE, PLYWOOD &WED AND NAILED • FLOOR JOISTS PER PLAN • R -14 BATT INSULATION MIN. OVER UNHEATED AREAS • POST AND BEAM SUPPORT BELOW JOISTS OVER GRADE • CRAW_ SPACES • 6 MIL BLACK VAPOR BARRIER 1:16533M111:2 fl� IN= El 22 - II MN 1111111111123 IZE - ICE no b MIL BLACK VAPOUR !WIRIER - baoodong oecidun �a�a SCALE FRAMING AND FOUNDATION 1 DIMENSION FINISH PER eL eVAT1ON 0/ 15 L. BLDG. PAPER 0R AIR INFILTRATION BARRE R 0/ SHEATHING PER PLANS Z- PLASHING WOOD TRIM OPTIONAL ��I FW ATIQN rms. PER ELEVATION 0/ 15 LJ5. BLDG. PAPER 0R AIR INFILTRATION BARRIER 0/ SP ATHIN6 PER PLAN Z-PLA SHINE, WOOD TRIM OPTIONAL Z 0) 04 DAR �O CONY. TOP I I TI6HTLINE I -- STORM DRAIN - " 1 IF REQUIRED s 4' • PCRP. 1 MPH DRA • 0)•4BAR • GONT, TOP TIGHTLIPE STORM DRAIN IP REaUMRED I I -1 =1 11,,11 �0 O 4 PDI � N 111 -Il?- • • g * -8• fi 8t FDN. WALL A 2X4 STUDS • 16' DC. R-IS BATT. INSULATION R -M BATT IteLLAT10N FLOOR .1ST OR T "LT.'S PER PUNS 04 GONT. SOT. 2X4 STUDS AT 16' OZ. d d d 0 ^ ) o� o n o n o r 0„ • 1 - 1 11 , 1111- 2 - VERT. • I•' O. (2) 44 CONY. BOTTOM (e5 f L 6" y3 L • MC STORY #I 4 Al 8 " � f 4� • TWO STORY TYPICAL GARAGE FDN. 5/4' TIE, PLYWOOD eLLPLOOR 6LlED Am NAILED 2x4 PRe56URe TREATED 9I PLATE W/ I/2' DIAMETER ANCHOR DOLTS AT 4' -0' 0L. MAX AND 12' PROM mice, OR Z I T S ' R MIN. EMBEDMENT 04 VERT. AT 16' 0L. 6 MIL MACK VAPOR BARRIER NG 4' GO. SLAB 0/ 6 MIL. VAPOR BARRIER O/ 4. GRANULAR FILL NOT TO SCALE 2X4 PRESSURE TREATED SILL PLATE eV 1/2• DIAMETER ANCHOR DOLTS AT 4' -0' 0L. X. AND 12' MA PROM ENDS. OR PER SHE.APY4ALL SCHEDULE 7' MIK emeeo ewr } NOT TO SCALE r Z 2 2 2X4 PRESSURE TREATED SILL PLATE NV I/2' DIAMETER ANCHOR DOLTS AT 4' -0' OL. AND 12' MAX FROM ENDS, OR PER &CA P L. SCHEDULE: 7' MIN. EMBEDMENT S/4' TIE, PLYWOOD SLEPLR, ExT. GLUED AND NAILED. 0) *4 BAR CONT. TOP 1. 11 1 11M 1 ►i %VAIN 2X SOLID BLOCKING 2X FLOOR JOISTS . BEAM PER PL/► LE, OR T, J.1.15 PER PLANTS . METAL POST TO A CONNECTOR PC.44 • 4X4 POST MLA• • 4X6 POST METAL b. sMe POST PB44 • 4X4 POST PD46 • 4Xb POST • MIL VAPOR 0 BARRIER - W4 INMI . �( OR T,"i.l.'5 PER PLANS R �t ft-11 BATT. INClIJL.AT ION 6 ML BLACK V. 4 f 5/4' TIE, PLYWOOD SLEFLOCAR _ _ EXT GLUM, AND NAILED R -I0 BATT. INSULATION MIN. • �. (5) 04 BARS C.ONTINJAJJ j ISOLATED PT+G. p1M1. EA. WAY • ISOLATED PTO'S. 21-0' XI CONTINUOUS FOOTING 2X4 STUDS AT 16' OL. 5/8' TYPE 'x' 6.11B. • ALL COMMON LMPL6 WALLS. R -1S BATT. INSULATION PAGE STAPLED. I HOUSE /GARAGE FDN. 4' GONG. SLAB O/ 6 MIL. VAPOR BARRIER 0/ 4' GRANULAR FILL POST PER PLANS i i -I T I -11 - i - •4 VERT. • Ib' 0.0. (2) 04 CONT. BOTTOM -- NOT TO SCALE Z NOT TO SCALE BUILDING PAPER TO BE KRAFT WATERPROOF OR BQ1AL FRAMING AND FOUNDATION DIMENSION STUD OUT 04 24P • lb" 0L. (I) 04 GONT. TOP 04 VERT • 16' 0L. I I /4'tMIN. CONY. HANDRAIL n ,' MANL TREAD 4 rINISH PER ELEVATION 0/ IS LB. 51J76. PAPER OR AIR INFILTRATION BARRIER 0/ SHEATHING PER PLAN WATERPROOF MEMCRAPE 4' cANG. SLAB .gyp 17 -- (2) •4 CONY. earraM 111_ = _II I -I Ir l ' �/ N/ / �/ 1 �/ t / / / H 1 1 t 1 ZX .1S OR T I. - - 11:, 13 L ■ PORCH SLAB/FDN. -6' MIN TREAD WIDTH AT NARROPEST POINT OF WROER NOTE. SPACING DET EEN INTERMEDIATE GUARDRAIL memo* TO BE A MAXIMUM OF 4' GLAIR. SUCH THAT A SPHERE or 4' DIAMETER SHALL NOT PASS THROUGH ANY OPENING bAI I.e-T RS AND HANDRAILS TO CONFORM TO UDC SEC. 1005.35.6 I A-54 PRAMINS ANCHOR 2X4 THRUST BLOCK 2X4 STUDS • 16' 0L. R -IS BATT. INStLAT1ON R-1 BATT.INSLLATION S /4' T46 PLYWOOD SLBPLAOR EXT. CUED AND NAILED. 2X4 PRESSURE T'R>SATZD SILL PLATE W/ I/2' DIA�TLSR ANCHOR BOLTS AT 4' -0' 0L. AND IT MAX FROM END" IR PER SfEARWAILL SC P-oLLE; 7' MIN. EMIT 6 ML BLACK V.B. SCALE I' . 1' -0' 2 LAYERS 9/8' TYPE 'X' 01"lEl. BELOW STARS TYP. INTERIOR STAIR LS) 2X12 STNRINSERS EIRE SLOCKING • MID - SPAN I • WALL AWN* STRINGER pET)4 STUDS AND AT TOP APO BOTTOM OF STAIRS PLOT TO SCALE • r SHEAR MALL SCHEIXLJE 1/16' SHEATHING, W/ IOd BOX SHEAR WALL; EDGE ANCHOR BOTTOM SW SHEATHING NAILING I BOLTS PLATE [THICK (SIDE)] (IN OG) j (IN OG) (IN OG) LI/2' 6E3 (I) B bd • 7 5/8" • T2 I6d • 12 I /2' 65 (2) B bd • 1 t 5/8' • I6d • 6 1/Ib" RS (I) i, IOd_ • b 5/8'•_48 16d 5 7/16 "R5(1)r10d•4 5/8 " 032T I6d•3 1/16" RS (I) ; IOd • 3 1 5/8" • 24 Ibd e 7/16" RS ) (I) IOd • 2 5/8" • 16 16d • 2 1/116 RS (2) 1 10d • 4 5/8' • 16 ' 2 -Ibd • 3 "I /I6" RS (2)TIOd_• 3 5%8' 0 1 2 -Ibd • 2 r%Ib' RS (2) lod • �7 - - 5/8" • b 1 2 -I6d O O 0 RIMBLK TO LOW, NOTES I TOP PLATE ,,HCAR (IN OG) ! (KLF) I Ibd •8T 0.10 6, 7 • 32 04/12 -8d 0.11 b , 7, 8 A35 a 24 0.23 - I, 2 r • lb re 2-6d 0.54 _54 I, 2, 4 2 A35 • 12 04/12 -8d 1 n I, 2, 3 4, 5 ASS • 4 w /12 -8d 0.60 :. __1, 2, 3, 4, 5 --I 2 -A35 • 15 /12- X012 I - 5, 8 2 -A35 • 12 04/12 -8d I 0.90 ' 1 - 5, 8 1 2Ft 2 -A35 • 9 04/12 - 8d ' 1.20 5, 8 T FOR TOE NAILING; 6B FOR GYPSUM BOARD; RS FOR APA RATED SHEATHING dR III SPECIES &CAR POLL NOTES di'1ms•AL NOTES (APPLY TO ALL SHEAR PALLS) A) FOR RATED SHEATHING PANELS, SPACE NAILS • 12 IN (303 MM) O.G. ALONE, INTERMEDIATE FRAMING MEMBERS. B) BLOCK ALL PANEL EDGES WITH MINIMUM 2x (51 MM) BLOCKIhS, G) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF 24 IN (610 MM) O.G. E) FASTENERS SHALL BE DRIVEN FLUSH WITH SURFACE OF SHEATHING. F) PROVIDE SOLID BLOCKING UNDER THE SHEAR WALLS AT THE DIAPHRAGMS TO ACCOMMODATE THE BOTTOM PLATE ATTACHMENT. 6) OFFSET PANEL JOINTS ON EACH °IDE OF WALL MINIMUM ONE STUD SAY. Spec IAL NOTES POR SHEAR WALLS (APPLY TO WN..LS SPEGIPIGAi.LY NO152) I) 2) 5) 4) 5) 6) 7) 5) APA RATED SHEATHING EXPI / EXP2 / EXT OR C-C / C -D / STRUC.T. II PLYWOOD STRUGT. I APA RATED SHEATHING EXPI / EXT OR STRUCT. I PLYWOOD. PROVIDE 3x'5 (76 MM) AT ADJOINING PANEL ED6E5 N/ NAILS STA66ERED. PROVIDE MINIMUM 3x (76 MM) BLOCKING OR JOISTS BENEATH BOTTOM PLATE WITH BOTTOM PLATE NAILS STA6E,ERED WALLS WITH GREATER THAN 350 PLF REQUIRE A MINIMUM OF A 3x SILL PATE TO COMPLY WITH FOOTNOTE 3 OF TABLE 23- I1 -I -I FRAMING TO BE A MAXIMUM OF Ib IN (610 MM) O.G. FOR SHEAR WALLS 1 AND 2. PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SAME AS EDGE NAILING IN SHEAR WALLS THAT USE 6W3 (SHEAR WALLS I AND 2). FOR SHEAR WALLS 2, 7, 8, AND 9, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER, AND NAILS ON EACH SIDE SHALL BE STA66ERED. COMP. SHINSLES 0/ IS US. PELT 0/ I/2' cox PLYWOOD OR CEDAR SHAKES 0/ 50 L.D. FELT INTERWOVEN 0/ !Xt. SPACED SHEATHING, 0/ 2X RAFTERS OR TRUSSES • 24' 0L. INSULATION SAPPLE EXTEND 12' A8V. INS L. I I/2' GM. AIRSPACE VENTED 2X EI OGKINb W/ TOENAIL PER ILBC TABLE 25 -11-0 -I NPR .04T119, HOLDOI" N SOMME SIMPSON STRLMIb TIE HI0L201,4 SIM■SON 2000 CATALOG, FOUNDATION LEVEL HD ` HOLDOWN TYPE 5THD8 r-- 5THDIO 2) L5TND8 ! 2) 5THD10 2) 5THD14 HD14A T HD 15 STUD TYPE (2) 2x_ (2) 2X_ (4) 2X_ [? 2X_ (4) 2X_ (4) 2X_ 6X_ 6X_ 6X_ FASTENER TO STUD (24) Ibd (28) I6d (24) Ibd �3 J I6d (28) lbd (38.' Ibd (4) "/8` (4) I" (5) I" ANCHOR BOLT 7/8' S I" S I -I/4' S MIL III SPECIES CAP KIPS 2.37 2.99 365 4.43 5.98 5.86 9.90 1538 15.30 DETAIL NUMBER • HOLDOM SGHEDl LE SIM•SON STRON* lie ROLDOPII4 SIMPSON 2000 CATALOG, HD HOLDOWN OTHER LEVELS STUD FASTENER TYPE TYPE TO STUD 6518 2X_ (I8) ,Od 1 (2) 0520 (2) 2X_ (18) 8d EA ' (2) 6518 (2) 2X_ (I8) Tod EA ` (2) 0516 I (2) 2X_ (28) 8d EA MS 60 - - -- 3X_ (?6) Ibd EA 2) MST37 - (2) 3x_ (42) Ibd EA (2) MST48 (2) 3X_ (46) Ibd EA (2) M5T60 (2) 3X_ (56) Ibd EA H17I5 6X_ (5) le elk III SPECIES TIE ROD CAP KIPS 1.27 2.01 2.54 3.30 5.80 7.63 692 11.60 15.30 DETAIL NJMBER 5/4" • HOLDOPN NOTED .ENERAL NOTES A) MINIMUM CONCRETE COMPRESIVE STRENGTH TO BE 2.5 K5I (17_2 MPc1). B) REFER TO MANUFACTURERS' CATALO6S FOR MINIMUM DISTANCE TO FOUNDATION CORNER C) REFER TO MANUFACTURERS' CATALOGS FOR MINIMUM MEMBER BAGKINS SIZE. 0) REFER TO MANUFACTURERS' CATAL065 FOR ANCHOR BOLT EMBEDMENT DEPTH. 5) POSTS AT HOLDONN. 2X I 4X (38mmX • 89mmX) _ _ x2 OR BETTER bX ( 140mmX ) _ _ _ •I OR BETTER F) THE ANCHOR TYPE HOLDOWN5 AT OTHER LEVELS SHALL HAVE A PAIR ONE ABOVE AND ONE BELOW, TIED BY A THREADED ROD. 6) USE STHDSRJ FOR 5THD8, STHDIORJ FOR STHDIO, AND STHDI4RJ FOR STHDI4 WHERE RIM JOISTS ARE INSTALLED ({) THE STUD FASTENER FOR STHD'S SHALL BE Ibd SINKERS. (I) MINIMUM STEM WALL TO BE 6' WIDE FOR 1 -STORY BUILDINGS, 5' WIDE FOR BUILDINGS HAVING 2 OR MORE STORIES aa.s, o�w..aHrs+n ws. 4 MIAS I /sir' 1111E11_!telartt ►ter ►�i .0 i R-9O INSLI.ATION - 2X CEILING JOISTS • 24' 0L. (OR TRUSS PER PLANS) 2X4 STUDS • I6 0.G. R BATT INSULATION SEE PLANS FINISH PER ELEVATION 0/ IS LB. BLDG. PAPER OR AIR INFILTRATION BARRIER 0/ S►EATNIP* PER PLANE PLATE AT ROOF/FLAT 1 METAL SUTTER II 2X FACIA BOARD NOT TO SCALE R -IS IPCLL ATION 1� j I31TJ o1O I /4' • I' -0' 6ARA6E 4' CONCRETE SLAB. SLOPE 4' TO Olt. DOOR' I R-15 INSULATION 4 04 1 t - i aZ7 r:i cw OF T11°4" JAM 7 A5 i1J kt-U RECEIVED CITY OF TUKW ILA SEP 0 6 2001 PERMIT CENTER